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<br />Dw Sheet Retrieval <br /> <br />http://www.ogs.DOaa.gov/cgi-binlenv_cgi <br /> <br />The NGS Data Sheet <br /> <br />DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 5.55 <br />Starting Datasheet Retrieval... <br />1 National Geodetic Survey, Retrieval Date = APRIL 20, 1998 <br />JJ0696 *********************************************************************** <br />JJ0696 DESIGNATION - P 438 0 CO <br />JJ0696 PID JJ0696 <br />JJ0696 STATE/COUNTY- CO/OTERO <br />JJ0696 USGS QUAD ELDER (19611 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696* NAD 83(1992)- <br />JJ0696* NAVD 88 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696.The horizontal coordinates were established by GPS observations <br />JJ0696.and adjusted by the National Geodetic Survey in January 1997. <br />JJ0696 <br />JJ0696.The orthometric height was determined by differential leveling <br />JJ0696.and adjusted by the National Geodetic Survey in June 1991. <br />JJ0696 <br />JJ0696.The X, Y, and Z were computed from the position and the ellipsoidal ht. <br />JJ0696 <br />JJ0696.The Laplace correction was computed from DEFLEC96 derived deflections. <br />JJ0696 <br />JJ0696.The ellipsoidal height was determined by GPS observations <br />JJ0696.and is referenced to NAD 83. <br />JJ0696 <br />JJ0696.The geoid height was determined by GEOID96. <br />JJ0696 <br />JJ0696.The dynamic height is computed by dividing the NAVD 88 <br />JJ0696.geopotentia1 number by the normal gravity value computed on the <br />JJ0696.Geodetic Reference system of 1980 (GRS 80) ellipsoid at 45 <br />JJ0696.degrees latitude (G = 980.6199 gals.). <br />JJ0696 <br />JJ0696.The modeled gravity was interpolated from observed gravity values. <br />JJ0696 <br />JJ0696; <br />JJ0696;SPC <br />JJ0696;SPC <br />JJ0696;UTM <br />JJ0696 <br />JJ0696 <br />JJ0696 <br />JJ0696.No superseded survey control is available for this station. <br />JJ0696 <br />JJ0696 MARKER: I = METAL ROD <br />JJ0696-SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) <br /> <br />*CURRENT SURVEY CONTROL <br /> <br />x <br />Y <br />Z <br />LAPLACE CORR- <br />ELLIP HEIGHT- <br />GEOID HEIGHT- <br />DYNAMIC HT <br />MODELED GRAV- <br /> <br />HORZ <br />VERT <br />ELLP <br /> <br />ORDER <br />ORDER <br />ORDER <br /> <br />CO S <br />CO S <br />13 <br /> <br />38 07 02.28680(N) 103 54 43.16548(W) <br />1308.047 (meters) 4291.48 (feet) <br /> <br />ADJUSTED <br />ADJUSTED <br /> <br />-1,208,266.508 <br />-4,878,000.595 <br />3,916,490.159 <br />-4.62 <br />1286.83 <br />-21.14 <br />1306.719 <br />979,568.6 <br /> <br />{meters) <br />(meters) <br />(meters) <br />(seconds) <br />(meters) <br />(meters) <br />(meters) <br />tmga1) <br /> <br />(feet) <br /> <br />COMP <br />COMP <br />COMP <br />DEFLEC96 <br />GPS OBS <br />GEOID96 <br />COMP <br />NAVD 88 <br /> <br />4287.13 <br /> <br />FIRST <br />FIRST <br />FIRST <br /> <br />CLASS II <br />CLASS I <br /> <br />North <br />- 1,532,094.20 <br />466,983.245 <br />- 4,219,389.041 <br /> <br />Units <br />sFT <br />MT <br />MT <br /> <br />Converg. <br />+0 58 26.6 <br />+0 58 26.6 <br />+0 40 17.9 <br /> <br />Scale <br />0.99995757 <br />0.99995757 <br />0.99971203 <br /> <br />East <br />3,456,835.41 <br />1,053,645.540 <br />595,373.355 <br /> <br />SUPERSEDED SURVEY CONTROL <br />