LM0522 ***********************************************************************
LM0522  DESIGNATION -  M 45
LM0522  PID         -  LM0522
LM0522  STATE/COUNTY-  CO/MOFFAT
LM0522  USGS QUAD   -  LAY SE (1983)
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           -  -1,482,735.867 (meters)                     COMP
LM0522  Y           -  -4,623,990.105 (meters)                     COMP
LM0522  Z           -   4,124,416.893 (meters)                     COMP
LM0522  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
LM0522  ELLIP HEIGHT-        1926.82  (meters)                     GPS OBS
LM0522  GEOID HEIGHT-         -15.16  (meters)                     GEOID99
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  -  THIRD     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 GEOID99.
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      Converg.
LM0522;SPC CO N     - 1,445,234.86  2,366,578.50   sFT  0.99996897 -1 28 21.3
LM0522;SPC CO N     -   440,508.467   721,334.568   MT  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                          SUPERSEDED SURVEY CONTROL
LM0522
LM0522  NGVD 29     -      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_MARKER: DB = BENCH MARK DISK
LM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LM0522_STAMPING: M 45 1934
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        Recov. 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.