National Geodetic Survey, Retrieval Date = MAY 6, 2005 LS0673 *********************************************************************** LS0673 DESIGNATION - PAH RUM LS0673 PID - LS0673 LS0673 STATE/COUNTY- NV/WASHOE LS0673 USGS QUAD - PAH-RUM PEAK (1990) LS0673 LS0673 *CURRENT SURVEY CONTROL LS0673 ___________________________________________________________________ LS0673* NAD 83(1994)- 40 23 25.63889(N) 119 34 30.81373(W) ADJUSTED LS0673* NAVD 88 - 2320.1 (meters) 7612. (feet) VERTCON LS0673 ___________________________________________________________________ LS0673 LAPLACE CORR- 0.25 (seconds) DEFLEC99 LS0673 GEOID HEIGHT- -22.91 (meters) GEOID03 LS0673 LS0673 HORZ ORDER - THIRD LS0673 LS0673.The horizontal coordinates were established by classical geodetic methods LS0673.and adjusted by the National Geodetic Survey in June 1998. LS0673 LS0673.The NAVD 88 height was computed by applying the VERTCON shift value to LS0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LS0673 LS0673.The Laplace correction was computed from DEFLEC99 derived deflections. LS0673 LS0673.The geoid height was determined by GEOID03. LS0673 LS0673; North East Units Scale Factor Converg. LS0673;SPC NV W - 4,626,435.972 715,790.602 MT 0.99998726 -0 38 34.0 LS0673;UTM 11 - 4,474,279.546 281,424.693 MT 1.00018813 -1 40 09.8 LS0673 LS0673! - Elev Factor x Scale Factor = Combined Factor LS0673!SPC NV W - 0.99963977 x 0.99998726 = 0.99962703 LS0673!UTM 11 - 0.99963977 x 1.00018813 = 0.99982783 LS0673 LS0673|---------------------------------------------------------------------| LS0673| PID Reference Object Distance Geod. Az | LS0673| dddmmss.s | LS0673| CS7130 PAH RUM RM 1 8.160 METERS 06740 | LS0673| CS7131 PAH RUM RM 2 7.803 METERS 17243 | LS0673|---------------------------------------------------------------------| LS0673 LS0673 SUPERSEDED SURVEY CONTROL LS0673 LS0673 NAD 83(1992)- 40 23 25.64481(N) 119 34 30.81277(W) AD( ) 3 LS0673 NAD 83(1990)- 40 23 25.64378(N) 119 34 30.81469(W) AD( ) 3 LS0673 NGVD 29 (10/14/92) 2319.0 (m) 7608. (f) VERT ANG LS0673 LS0673.Superseded values are not recommended for survey control. LS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LS0673.See file dsdata.txt to determine how the superseded data were derived. LS0673 LS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKE8142574280(NAD 83) LS0673_MARKER: DS = TRIANGULATION STATION DISK LS0673_SETTING: 66 = SET IN ROCK OUTCROP LS0673_SP_SET: SET IN A DRILL HOLE IN BEDROCK LS0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LS0673+STABILITY: POSITION/ELEVATION WELL LS0673 LS0673 HISTORY - Date Condition Report By LS0673 HISTORY - 1963 MONUMENTED USGS LS0673 HISTORY - 1964 GOOD USGS LS0673 LS0673 STATION DESCRIPTION LS0673 LS0673'DESCRIBED BY US GEOLOGICAL SURVEY 1963 LS0673'LOCATED ABOUT 21 MI SW. OF GERLACH, ABOUT 13 MI N. OF EXTREME LS0673'NORTH END OF PYRAMID LAKE. ON HIGHEST POINT OF PROMINENT PEAK LS0673'KNOWN LOCALLY AS PAH RUM PEAK. LS0673' LS0673'STATION REACHED BY HELICOPTER. LS0673' LS0673'STATION MARK--STANDARD TABLET STAMPED---PAH RUM 1963---, IN DRILL LS0673'HOLE IN BEDROCK. LS0673' LS0673'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, IN DRILL HOLE IN LS0673'BEDROCK, 4.7 FT LOWER THAN STATION MARK. LS0673' LS0673'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, IN DRILL HOLE IN LS0673'BEDROCK, 3.1 FT LOWER THAN STATION MARK. LS0673' LS0673'STATION IS 1.07 FT N. OF 3/4-INCH STEEL BOLT DRIVEN IN LS0673'BEDROCK WHICH IS POSSIBLY CENTER OF PAH RUM PEAK CAIRN DESCRIBED LS0673'BY NGS IN DESCRIPTION LIST 40 119 2, STATION 1003. LS0673 LS0673 STATION RECOVERY (1964) LS0673 LS0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 LS0673'RECOVERED AS DESCRIBED BY USGS IN 1963. ALL MARKS IN GOOD LS0673'CONDITION.