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<br />Data Sheet Retrieval <br /> <br />hltp:/Iwww.ngs.DOaa.80v/ogi-binlenv_ogi <br /> <br />The NGS Data Sheet <br /> <br />= Sybase ,PROGRAM = datasheet, VERSION = 5.55 <br />Datasheet Retrieval... <br />National Geodetic Survey, Retrieval Date = APRIL 20, 1998 <br />*********************************************************************** <br /> <br />DESIGNATION - <br />prD <br />STATE/COUNTY- <br />USGS QUAD <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 />DA'I'ABASE <br />Starting <br />1 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876* NAD 83(1992)- <br />JK0876* NAVD 88 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876.The horizontal coordinates were established by GPS observations <br />JK0876.and adjusted by the National Geodetic Survey in January 1997. <br />JK0876 <br />JK0876.The orthometric height was determined by differential leveling <br />JK0876.and adjusted by the National Geodetic Survey in June 1991. <br />JK0876 <br />JK0876.The X, Y, and Z were computed from the position and the ellipsoidal ht. <br />JK0876 <br />JK0876.The Laplace correction was computed from DEFLEC96 derived deflections. <br />JK0876 <br />JK0876.The ellipsoidal height was determined by GPS observations <br />JK0876.and is referenced to NAD 83. <br />JK0876 <br />JK0876.The geoid height was determined by GEOID96. <br />JK0876 <br />JK0876.The dynamic height is computed by dividing the NAVD 88 <br />JK0876.geopotential number by the normal gravity value computed on the <br />JK0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 <br />JK0876.degrees latitude (G = 980.6199 gals.). <br />JK0876 <br />JK0876.The modeled gravity was interpolated from observed gr~vity values. <br />JK0876 <br />JK0876; <br />JK0876;SPC <br />JK0876;SPC <br />JK0876;UTM <br />JK0876 <br />JK0876 <br />JK0876 <br />JK0876.No superseded survey control is available for this station. <br />JK0876 <br />JK0876 MARKER: I = METAL ROD <br />JK0876-SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br /> <br />CO S <br />CO S <br />13 <br /> <br />G 434 <br />JK0876 <br />CO/PUEBLO <br />FOWLER (1973) <br /> <br />*CURRENT SURVEY CONTROL <br /> <br />38 08 53.40126(N) 104 04 13.97123(W) <br />1324.789 (meters) 4346.41 (feet) <br /> <br />ADJUSTED <br />ADJUSTED <br /> <br />-1,221,249.835 <br />-4,872,598.876 <br />3,919,196.135 <br />-4.45 <br />1303.99 <br />-20.75 <br />1323.444 <br />979,568.5 <br /> <br />(meters) <br />(meters) <br />(meters) <br />(seconds) <br />(meters) <br />(meters) <br />(meters) <br />(mgal) <br /> <br />(feet) <br /> <br />COMP <br />COMP <br />COMP <br />DEFLEC96 <br />GPS OBS <br />GEOID96 <br />COMP <br />NAVD 88 <br /> <br />4342.00 <br /> <br />FIRST <br />FIRST <br />FIRST <br /> <br />CLASS II <br />CLASS I <br /> <br />North <br />- 1,542,595.81 <br />470,184.143 <br />- 4,222,662.711 <br /> <br />Units <br />sFT <br />MT <br />MT <br /> <br />Scale <br />0.99996037 <br />0.99996037 <br />0.99968168 <br /> <br />Converg. <br />+0 52 36.5 <br />+0 52 36.5 <br />+0 34 26.9 <br /> <br />East <br />3,411,053.77 <br />1,039,691.268 <br />581,439.837 <br /> <br />SUPERSEDED SURVEY CONTROL <br />