LM0303 *********************************************************************** LM0303 DESIGNATION - PHIPPSBURG LM0303 PID - LM0303 LM0303 STATE/COUNTY- CO/ROUTT LM0303 USGS QUAD - YAMPA (1975) LM0303 LM0303 *CURRENT SURVEY CONTROL LM0303 ___________________________________________________________________ LM0303* NAD 83(1992)- 40 12 40.90943(N) 106 57 52.24615(W) ADJUSTED LM0303* NAVD 88 - 2346.255 (meters) 7697.67 (feet) ADJUSTED LM0303 ___________________________________________________________________ LM0303 X - -1,423,699.609 (meters) COMP LM0303 Y - -4,667,048.186 (meters) COMP LM0303 Z - 4,097,442.596 (meters) COMP LM0303 LAPLACE CORR- 0.37 (seconds) DEFLEC96 LM0303 ELLIP HEIGHT- 2333.45 (meters) GPS OBS LM0303 GEOID HEIGHT- -12.63 (meters) GEOID96 LM0303 DYNAMIC HT - 2343.763 (meters) 7689.50 (feet) COMP LM0303 MODELED GRAV- 979,478.9 (mgal) NAVD 88 LM0303 LM0303 HORZ ORDER - SECOND LM0303 VERT ORDER - SECOND CLASS 0 LM0303 ELLP ORDER - FOURTH CLASS II LM0303 LM0303 LM0303 LM0303.The horizontal coordinates were established by classical geodetic methods LM0303.and adjusted by the National Geodetic Survey in January 1993. LM0303 LM0303.The orthometric height was determined by differential leveling LM0303.and adjusted by the National Geodetic Survey in June 1991. LM0303 LM0303.The X, Y, and Z were computed from the position and the ellipsoidal ht. LM0303 LM0303.The Laplace correction was computed from DEFLEC96 derived deflections. LM0303 LM0303.The ellipsoidal height was determined by GPS observations LM0303.and is referenced to NAD 83. LM0303 LM0303.The geoid height was determined by GEOID96. LM0303 LM0303.The dynamic height is computed by dividing the NAVD 88 LM0303.geopotential number by the normal gravity value computed on the LM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LM0303.degrees latitude (G = 980.6199 gals.). LM0303 LM0303.The modeled gravity was interpolated from observed gravity values. LM0303 LM0303; North East Units Scale Converg. LM0303;SPC CO N - 1,323,219.57 2,591,001.69 sFT 0.99995708 -0 56 46.6 LM0303;SPC CO N - 403,318.131 789,738.894 MT 0.99995708 -0 56 46.6 LM0303;UTM 13 - 4,453,067.683 332,822.430 MT 0.99994405 -1 16 07.0 LM0303 LM0303: Primary Azimuth Mark Grid Az LM0303:SPC CO N - PHIPPSBURG AZ MK 184 24 16.2 LM0303:UTM 13 - PHIPPSBURG AZ MK 184 43 36.6 LM0303 LM0303|---------------------------------------------------------------------| LM0303| PID Reference Object Distance Geod. Az | LM0303| dddmmss.s | LM0303| LM0304 PHIPPSBURG RM 1 17.379 METERS 15655 | LM0303| LM0301 PHIPPSBURG AZ MK 1832729.6 | LM0303| LM0305 PHIPPSBURG RM 2 16.011 METERS 31030 | LM0303|---------------------------------------------------------------------| LM0303 LM0303 SUPERSEDED SURVEY CONTROL LM0303 LM0303 NAD 83(1986)- 40 12 40.90779(N) 106 57 52.24377(W) ADJUSTED LM0303 NAD 27 - 40 12 40.97200(N) 106 57 50.05900(W) ADJUSTED LM0303 NGVD 29 - 2344.853 (meters) 7693.07 (feet) ADJ UNCH LM0303 LM0303.Superseded values are not recommended for survey control. LM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0303.See file format.dat to determine how the superseded data were derived. LM0303 LM0303_MARKER: DS = TRIANGULATION STATION DISK LM0303_SETTING: 80 = SET IN A BOULDER LM0303_STAMPING: PHIPPSBURG 1953 LM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LM0303+STABILITY: SURFACE MOTION LM0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LM0303+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1988 LM0303 LM0303 HISTORY - Date Condition Recov. By LM0303 HISTORY - 1953 MONUMENTED CGS LM0303 HISTORY - 1966 GOOD NGS LM0303 HISTORY - 19880610 GOOD NGS LM0303 LM0303 STATION DESCRIPTION LM0303 LM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) LM0303'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF PHIPPSBURG. LM0303'NEAR THE SOUTHWEST END OF A LOW RIDGE, 40 FEET NORTHEAST OF THE LM0303'RIM OF THE RIDGE AND 12 FEET NORTH OF A WITNESS POST. IT IS LM0303'FLUSH WITH THE GROUND AND IS STAMPED PHIPPSBURG 1953. LM0303' LM0303'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST RIM OF THE RIDGE, 20 LM0303'FEET NORTHWEST OF AN IRRIGATION DITCH. IT IS FLUSH AND IS LM0303'STAMPED PHIPPSBURG NO 1 1953. LM0303' LM0303'REFERENCE MARK NO. 2 IS SET IN A BOULDER ABOUT 4 FEET LONG AND LM0303'2 FEET WIDE AT THE WEST RIM OF THE RIDGE. THE BOULDER PROJECTS LM0303'ABOUT 12 INCHES AND THE DISK IS STAMPED PHIPPSBURG NO 2 1953. LM0303' LM0303'THE AZIMUTH MARK IS 100 FEET NORTH OF A DRIVEWAY INTO A FIELD, LM0303'18 FEET NORTHWEST OF THE CENTER OF ROUTT COUNTY 15 AND 2 LM0303'FEET SOUTHEAST OF A FENCE. IT IS STAMPED PHIPPSBURG 1953. LM0303' LM0303'TO REACH THE STATION FROM THE POST OFFICE IN PHIPPSBURG GO LM0303'SOUTH ON STATE HIGHWAY 131 FOR 0.35 MILE TO STATE HIGHWAY 132 LM0303'ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON GRAVELED ROAD LM0303'FOR 0.85 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO 0.75 MILE LM0303'TO A FORK, (JUNCTION OF ROUTT COUNTY 15 AND ROUTT COUNTY 19) LM0303'TAKE RIGHT FORK, ROUTT COUNTY 19, AND GO 0.5 MILE TO A DIM TRACK LM0303'ROAD RIGHT, TURN SHARP RIGHT AND GO 0.1 MILE TO A LOW RIDGE, LM0303'THEN TURN RIGHT AND FOLLOW THE CREST OF THE RIDGE LM0303'SOUTHWESTERLY FOR 0.1 MILE TO THE STATION AS DESCRIBED. LM0303' LM0303'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ROUTT COUNTY LM0303'15 AND ROUTT COUNTY 19, MENTIONED ABOVE, GO SOUTHWEST ON LM0303'ROUTT COUNTY 15 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT LM0303'AS DESCRIBED. LM0303 LM0303 STATION RECOVERY (1966) LM0303 LM0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 LM0303'2.05 MI SW FROM PHIPPSBURG. LM0303'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE LM0303'HIGHWAY 131 AT PHIPPSBURG, THENCE 0.25 MILE WEST ALONG A PRIVATE ROAD, LM0303'THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY AND UP A RIDGE, ON THE WEST LM0303'END OF A RIDGE, 57.02 FEET NORTHWEST OF REFERENCE MARK NO. 1, 52.53 LM0303'FEET SOUTHEAST OF REFERENCE MARK NO. 2, 4.1 FEET SOUTHWEST OF WITNESS LM0303'POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. LM0303 LM0303 STATION RECOVERY (1988) LM0303 LM0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LM0303'THE STATION IS ON THE END OF A LOW SAGE COVERED HILL. LM0303'OWNERSHIP--UNKNOWN. LM0303'TO REACH THE STATION FROM THE POST OFFICE IN PHIPPSBURG, GO SOUTH ON LM0303'STATE HIGHWAY 131 FOR 0.48 KM (0.30 MI) TO A PAVED ROAD RIGHT, COUNTY LM0303'ROUTE 15. TURN RIGHT, SOUTHWEST, ON COUNTY ROUTE 15 FOR 1.45 KM LM0303'(0.90 MI) TO A SHARP TURN RIGHT. TURN RIGHT, STAYING ON COUNTY ROUTE LM0303'15 FOR 1.29 KM (0.80 MI) TO A GRADED ROAD RIGHT, COUNTY ROUTE 19. LM0303'TURN RIGHT, ON COUNTY ROUTE 19 FOR 0.24 KM (0.15 MI) TO A GATE POLE LM0303'CROSSING ON THE OUTSIDE OF A SLIGHT CURVE AND A TRACK ROAD RIGHT. LM0303'TURN SHARP RIGHT, SOUTHEAST, ON THE TRACK ROAD FOR 0.16 KM (0.10 MI) LM0303'TO A RIDGE ON THE RIGHT. TURN RIGHT, SOUTHWESTERLY, LEAVING THE LM0303'ROAD, ON THE TOP OF THE RIDGE FOR 0.16 KM (0.10 MI) TO THE END AND LM0303'THE STATION AT THE END OF THE RIDGE. LM0303'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---PHIPPSBURG LM0303'1953---, SET IN THE TOP OF A 10 X 20 CM BOULDER, FLUSH WITH THE LM0303'GROUND. LOCATED 12.7 M (41.7 FT) NORTHEAST OF AN ORANGE LICHEN LM0303'COVERED BOULDER AT THE EDGE OF THE HILL, AND 1.3 M (4.3 FT) SOUTHWEST LM0303'OF A METAL WITNESS POST. LM0303'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988. LM0303'DESCRIBED BY STEPHEN E. RANDALL.