National Geodetic Survey, Retrieval Date = MARCH 18, 2001 EQ1086 *********************************************************************** EQ1086 DESIGNATION - SANDERS EQ1086 PID - EQ1086 EQ1086 STATE/COUNTY- NM/SOCORRO EQ1086 USGS QUAD - MESA CENCERRO (1964) EQ1086 EQ1086 *CURRENT SURVEY CONTROL EQ1086 ___________________________________________________________________ EQ1086* NAD 83(1992)- 34 16 48.24066(N) 107 17 54.12541(W) ADJUSTED EQ1086* NAVD 88 - 2507.6 (meters) 8227. (feet) VERTCON EQ1086 ___________________________________________________________________ EQ1086 LAPLACE CORR- -3.31 (seconds) DEFLEC99 EQ1086 GEOID HEIGHT- -21.36 (meters) GEOID99 EQ1086 EQ1086 HORZ ORDER - THIRD EQ1086 EQ1086.The horizontal coordinates were established by classical geodetic methods EQ1086.and adjusted by the National Geodetic Survey in December 1993. EQ1086 EQ1086.The NAVD 88 height was computed by applying the VERTCON shift value to EQ1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EQ1086 EQ1086.The Laplace correction was computed from DEFLEC99 derived deflections. EQ1086 EQ1086.The geoid height was determined by GEOID99. EQ1086 EQ1086; North East Units Scale Converg. EQ1086;SPC NM C - 364,214.563 403,473.415 MT 1.00001481 -0 35 25.9 EQ1086;UTM 13 - 3,795,600.807 288,428.881 MT 1.00015180 -1 17 42.0 EQ1086 EQ1086: Primary Azimuth Mark Grid Az EQ1086:SPC NM C - BEAR 136 30 08.4 EQ1086:UTM 13 - BEAR 137 12 24.5 EQ1086 EQ1086|---------------------------------------------------------------------| EQ1086| PID Reference Object Distance Geod. Az | EQ1086| dddmmss.s | EQ1086| EQ1072 BEAR APPROX. 7.8 KM 1355442.5 | EQ1086|---------------------------------------------------------------------| EQ1086 EQ1086 SUPERSEDED SURVEY CONTROL EQ1086 EQ1086 NAD 83(1986)- 34 16 48.24456(N) 107 17 54.12704(W) AD( ) 3 EQ1086 NGVD 29 - 2506.6 (m) 8224. (f) VERT ANG EQ1086 EQ1086.Superseded values are not recommended for survey control. EQ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EQ1086.See file dsdata.txt to determine how the superseded data were derived. EQ1086 EQ1086_MARKER: DS = TRIANGULATION STATION DISK EQ1086_SETTING: 0 = UNSPECIFIED SETTING EQ1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EQ1086 EQ1086 HISTORY - Date Condition Recov. By EQ1086 HISTORY - 1905 MONUMENTED USGS EQ1086 EQ1086 STATION DESCRIPTION EQ1086 EQ1086'DESCRIBED BY US GEOLOGICAL SURVEY 1905 EQ1086'THE 1905 DESCRIPTION IS NO LONGER VALID. EQ1086' EQ1086'RECOVERED BY USGS IN 1957 AND DESCRIBED AS FOLLOWS EQ1086' EQ1086'STATION IS LOCATED APPROXIMATELY 12 MI. (AIRLINE) NNW. OF MAGDALENA ON EQ1086'HIGHEST POINT OF N-S. RIDGE OF BEAR MTNS. POINT HAS JUNIPER GROWING EQ1086'NEARBY, HOWEVER, ALL THE PINON HAS DIED OUT AS A RESULT OF A PROLONGED EQ1086'DRY CYCLE. EQ1086' EQ1086'TO REACH STATION FROM MAGDALENA-SAN MATEO RANGER STATION IN MAGDALENA, EQ1086'DRIVE W. ON U.S. HIGHWAY 60 FOR 1.95 MI., TURN RIGHT ON GRADED RD. FOR EQ1086'11.3 MI., TURN RIGHT AND FOLLOW TRACK RD. GENERALLY E. UP DRAW FOR 3.1 EQ1086'MI., HERE TAKE LEFT RD. UP LEFT (N.) FORK OF DRAW FOR 1.7 MI. AND END EQ1086'OF TRUCK TRAVEL. PACK E. ALONG RIDGES FOR ABOUT 0.75 MI. TO SUMMIT OF EQ1086'HIGHEST RIDGE AND STATION SITE. ABOUT 30 MINUTE PACK. EQ1086' EQ1086'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET SET IN LARGE EQ1086'BOULDER WHICH PROJECTS ABOUT 0.4 FT., STAMPED---SANDERS 1905---. EQ1086'THERE IS A LONE BUSHY-TOPPED JUNIPER TREE ABOUT 28 FT. NNW. AND AN EQ1086'OBLIQUE DRIFT-FENCE CORNER 18 FT. ENE. OF STATION MARK. (STAMPING EQ1086'ADDED IN 1957.) EQ1086' EQ1086'REFERENCE MARKS--NONE.