MP0640 *********************************************************************** MP0640 DESIGNATION - SAGE ET MP0640 PID - MP0640 MP0640 STATE/COUNTY- WY/CARBON MP0640 USGS QUAD - DIVIDE PEAK (1984) MP0640 MP0640 *CURRENT SURVEY CONTROL MP0640 ___________________________________________________________________ MP0640* NAD 83(1986)- 41 22 05.69786(N) 107 13 09.63646(W) ADJUSTED MP0640* NAVD 88 - 2463.1 (meters) 8081. (feet) VERTCON MP0640 ___________________________________________________________________ MP0640 LAPLACE CORR- 6.77 (seconds) DEFLEC96 MP0640 GEOID HEIGHT- -12.10 (meters) GEOID96 MP0640 MP0640 HORZ ORDER - THIRD MP0640 MP0640 MP0640 MP0640.The horizontal coordinates were established by classical geodetic methods MP0640.and adjusted by the National Geodetic Survey in July 1986. MP0640 MP0640.The NAVD 88 height was computed by applying the VERTCON shift value to MP0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MP0640 MP0640.The Laplace correction was computed from DEFLEC96 derived deflections. MP0640 MP0640.The geoid height was determined by GEOID96. MP0640 MP0640; North East Units Scale Converg. MP0640;SPC WYEC - 196,421.630 409,536.387 MT 0.99993862 +0 04 31.2 MP0640;UTM 13 - 4,582,014.012 314,386.562 MT 1.00002401 -1 28 01.8 MP0640 MP0640: Primary Azimuth Mark Grid Az MP0640:SPC WYEC - 22 DHW 111 12 13.0 MP0640:UTM 13 - 22 DHW 112 44 46.0 MP0640 MP0640|---------------------------------------------------------------------| MP0640| PID Reference Object Distance Geod. Az | MP0640| dddmmss.s | MP0640| MP0637 22 DHW APPROX. 8.5 KM 1111644.2 | MP0640|---------------------------------------------------------------------| MP0640 MP0640 SUPERSEDED SURVEY CONTROL MP0640 MP0640 NAD 27 - 41 22 05.83594(N) 107 13 07.43507(W) ADJUSTED MP0640 NGVD 29 - 2461.9 (meters) 8077. (feet) VERT ANG MP0640 MP0640.Superseded values are not recommended for survey control. MP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MP0640 See file format.dat to determine how the superseded data were derived. MP0640 MP0640_MARKER: DD = SURVEY DISK MP0640_SETTING: 0 = UNSPECIFIED SETTING MP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MP0640 MP0640 HISTORY - Date Condition Recov. By MP0640 HISTORY - 1959 MONUMENTED USGS MP0640 MP0640 STATION DESCRIPTION MP0640 MP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1959 MP0640'LOCATED ABOUT 0.6 MI. (AIRLINE) N. OF THE HEAD OF SAVERY CREEK AND MP0640'ABOUT 0.3 MI. (AIRLINE) E. OF RAWLINS-SANDSTONE RANGER STATION ROAD. MP0640'ON THE W. END OF A RIDGE RUNNING W. FROM A LARGE RIDGE, WHICH THE MP0640'CONTINENTAL DIVIDE FOLLOWS. MP0640' MP0640'TO REACH FROM POST OFFICE IN SARATOGA, WYOMING, GO W. ON GRADED RD. MP0640'12.3 MI. TO A BRIDGE OVER JACK CREEK, ABOUT 1.0 MI. S. OF THE MP0640'CONFLUENCE OF JACK CREEK AND WILLOW CREEK, CROSS BRIDGE AND GO 4.9 MP0640'MI. W. TO A Y-RD., TAKE LEFT FORK 4.0 MI. TO A Y-RD., TAKE RIGHT MP0640'FORK 1.4 MI. TO A Y-RD., TAKE LEFT FORK 1.2 MI. TO A Y-RD., TAKE MP0640'RIGHT FORK 2.3 MI. TO THE RAWLINS-SANDSTONE RANGER STATION ROAD, MP0640'TURN RIGHT (N.) AND GO 1.8 MI., TURN RIGHT (E.), GO CROSS COUNTRY MP0640'UP DRAIN TO RIDGE AND THE W. POINT OF A SPUR RIDGE AND STATION SITE. MP0640' MP0640'STATION MARK--STANDARD TABLET, STAMPED ---SAGE 1959---, BRAZED TO MP0640'THE TOP OF A 2 IN. PIPE PROTRUDING 0.2 FT. ABOVE GROUND. MP0640 *********************************************************************** MP0640 DESIGNATION - SAGE ET MP0640 PID - MP0640 MP0640 STATE/COUNTY- WY/CARBON MP0640 USGS QUAD - DIVIDE PEAK (1984) MP0640 MP0640 *CURRENT SURVEY CONTROL MP0640 ___________________________________________________________________ MP0640* NAD 83(1986)- 41 22 05.69786(N) 107 13 09.63646(W) ADJUSTED MP0640* NAVD 88 - 2463.1 (meters) 8081. (feet) VERTCON MP0640 ___________________________________________________________________ MP0640 LAPLACE CORR- 6.77 (seconds) DEFLEC96 MP0640 GEOID HEIGHT- -12.10 (meters) GEOID96 MP0640 MP0640 HORZ ORDER - THIRD MP0640 MP0640 MP0640 MP0640.The horizontal coordinates were established by classical geodetic methods MP0640.and adjusted by the National Geodetic Survey in July 1986. MP0640 MP0640.The NAVD 88 height was computed by applying the VERTCON shift value to MP0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MP0640 MP0640.The Laplace correction was computed from DEFLEC96 derived deflections. MP0640 MP0640.The geoid height was determined by GEOID96. MP0640 MP0640; North East Units Scale Converg. MP0640;SPC WYEC - 196,421.630 409,536.387 MT 0.99993862 +0 04 31.2 MP0640;UTM 13 - 4,582,014.012 314,386.562 MT 1.00002401 -1 28 01.8 MP0640 MP0640: Primary Azimuth Mark Grid Az MP0640:SPC WYEC - 22 DHW 111 12 13.0 MP0640:UTM 13 - 22 DHW 112 44 46.0 MP0640 MP0640|---------------------------------------------------------------------| MP0640| PID Reference Object Distance Geod. Az | MP0640| dddmmss.s | MP0640| MP0637 22 DHW APPROX. 8.5 KM 1111644.2 | MP0640|---------------------------------------------------------------------| MP0640 MP0640 SUPERSEDED SURVEY CONTROL MP0640 MP0640 NAD 27 - 41 22 05.83594(N) 107 13 07.43507(W) ADJUSTED MP0640 NGVD 29 - 2461.9 (meters) 8077. (feet) VERT ANG MP0640 MP0640.Superseded values are not recommended for survey control. MP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MP0640 See file format.dat to determine how the superseded data were derived. MP0640 MP0640_MARKER: DD = SURVEY DISK MP0640_SETTING: 0 = UNSPECIFIED SETTING MP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MP0640 MP0640 HISTORY - Date Condition Recov. By MP0640 HISTORY - 1959 MONUMENTED USGS MP0640 MP0640 STATION DESCRIPTION MP0640 MP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1959 MP0640'LOCATED ABOUT 0.6 MI. (AIRLINE) N. OF THE HEAD OF SAVERY CREEK AND MP0640'ABOUT 0.3 MI. (AIRLINE) E. OF RAWLINS-SANDSTONE RANGER STATION ROAD. MP0640'ON THE W. END OF A RIDGE RUNNING W. FROM A LARGE RIDGE, WHICH THE MP0640'CONTINENTAL DIVIDE FOLLOWS. MP0640' MP0640'TO REACH FROM POST OFFICE IN SARATOGA, WYOMING, GO W. ON GRADED RD. MP0640'12.3 MI. TO A BRIDGE OVER JACK CREEK, ABOUT 1.0 MI. S. OF THE MP0640'CONFLUENCE OF JACK CREEK AND WILLOW CREEK, CROSS BRIDGE AND GO 4.9 MP0640'MI. W. TO A Y-RD., TAKE LEFT FORK 4.0 MI. TO A Y-RD., TAKE RIGHT MP0640'FORK 1.4 MI. TO A Y-RD., TAKE LEFT FORK 1.2 MI. TO A Y-RD., TAKE MP0640'RIGHT FORK 2.3 MI. TO THE RAWLINS-SANDSTONE RANGER STATION ROAD, MP0640'TURN RIGHT (N.) AND GO 1.8 MI., TURN RIGHT (E.), GO CROSS COUNTRY MP0640'UP DRAIN TO RIDGE AND THE W. POINT OF A SPUR RIDGE AND STATION SITE. MP0640' MP0640'STATION MARK--STANDARD TABLET, STAMPED ---SAGE 1959---, BRAZED TO MP0640'THE TOP OF A 2 IN. PIPE PROTRUDING 0.2 FT. ABOVE GROUND.