1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 QB0133 *********************************************************************** QB0133 CBN - This is a Cooperative Base Network Control Station. QB0133 DESIGNATION - J 146 QB0133 PID - QB0133 QB0133 STATE/COUNTY- ID/GEM QB0133 USGS QUAD - DODSON PASS (1970) QB0133 QB0133 *CURRENT SURVEY CONTROL QB0133 ___________________________________________________________________ QB0133* NAD 83(1999)- 44 15 14.18681(N) 116 18 47.26070(W) ADJUSTED QB0133* NAVD 88 - 988.256 (meters) 3242.30 (feet) ADJUSTED QB0133 ___________________________________________________________________ QB0133 X - -2,028,667.263 (meters) COMP QB0133 Y - -4,102,329.620 (meters) COMP QB0133 Z - 4,429,023.906 (meters) COMP QB0133 LAPLACE CORR- 1.98 (seconds) DEFLEC99 QB0133 ELLIP HEIGHT- 972.29 (meters) (09/01/00) GPS OBS QB0133 GEOID HEIGHT- -15.95 (meters) GEOID03 QB0133 DYNAMIC HT - 987.883 (meters) 3241.08 (feet) COMP QB0133 MODELED GRAV- 980,208.4 (mgal) NAVD 88 QB0133 QB0133 HORZ ORDER - A QB0133 VERT ORDER - SECOND CLASS 0 QB0133 ELLP ORDER - THIRD CLASS I QB0133 QB0133.The horizontal coordinates were established by GPS observations QB0133.and adjusted by the National Geodetic Survey in September 2000. QB0133.This is a SPECIAL STATUS position. See SPECIAL STATUS under the QB0133.DATUM ITEM on the data sheet items page. QB0133 QB0133.The orthometric height was determined by differential leveling QB0133.and adjusted by the National Geodetic Survey in June 1991. QB0133 QB0133.The X, Y, and Z were computed from the position and the ellipsoidal ht. QB0133 QB0133.The Laplace correction was computed from DEFLEC99 derived deflections. QB0133 QB0133.The ellipsoidal height was determined by GPS observations QB0133.and is referenced to NAD 83. QB0133 QB0133.The geoid height was determined by GEOID03. QB0133 QB0133.The dynamic height is computed by dividing the NAVD 88 QB0133.geopotential number by the normal gravity value computed on the QB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QB0133.degrees latitude (g = 980.6199 gals.). QB0133 QB0133.The modeled gravity was interpolated from observed gravity values. QB0133 QB0133; North East Units Scale Factor Converg. QB0133;SPC ID W - 287,560.458 755,029.715 MT 0.99995820 -0 23 34.7 QB0133;UTM 11 - 4,900,307.484 554,833.967 MT 0.99963698 +0 28 45.6 QB0133 QB0133! - Elev Factor x Scale Factor = Combined Factor QB0133!SPC ID W - 0.99984757 x 0.99995820 = 0.99980577 QB0133!UTM 11 - 0.99984757 x 0.99963698 = 0.99948460 QB0133 QB0133 SUPERSEDED SURVEY CONTROL QB0133 QB0133 NAVD 88 (09/01/00) 988.26 (m) 3242.3 (f) LEVELING 3 QB0133 NGVD 29 (??/??/92) 987.172 (m) 3238.75 (f) ADJ UNCH 2 0 QB0133 QB0133.Superseded values are not recommended for survey control. QB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QB0133.See file dsdata.txt to determine how the superseded data were derived. QB0133 QB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5483400307(NAD 83) QB0133_MARKER: DB = BENCH MARK DISK QB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QB0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT QB0133_STAMPING: J 146 1935 QB0133_MARK LOGO: CGS QB0133_MAGNETIC: N = NO MAGNETIC MATERIAL QB0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QB0133+STABILITY: SURFACE MOTION QB0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QB0133+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 QB0133 QB0133 HISTORY - Date Condition Report By QB0133 HISTORY - 1935 MONUMENTED CGS QB0133 HISTORY - 19990616 GOOD HUBBLE QB0133 HISTORY - 20041106 GOOD DJC QB0133 QB0133 STATION DESCRIPTION QB0133 QB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 QB0133'6.2 MI N FROM OLA. QB0133'6.2 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE QB0133'SMITHS FERRY ROAD AT OLA, GEM COUNTY, ABOUT 1.0 MILE NORTHWEST OF THE QB0133'JUNCTION OF THE SECOND FORK ROAD, AT THE NORTH END OF A CURVE LEADING QB0133'WEST, 60.0 FEET NORTH OF A FIELD GATE, AND 51.5 FEET EAST OF THE QB0133'CENTER LINE OF THE ROAD. A STANDARD DISK, STAMPED J 146 1935 AND SET QB0133'IN THE TOP OF A CONCRETE POST. QB0133 QB0133 STATION RECOVERY (1999) QB0133 QB0133'RECOVERY NOTE BY HUBBLE ENGINEERING INCORPORATED 1999 (DTP) QB0133'STATION IS LOCATED ABOUT 20.0 KM (12.40 MI) WEST OF SMITHS FERRY AND QB0133'10.0 KM (6.20 MI) NORTH OF OLA. OWNERSHIP--ROAD RIGHT-OF-WAY. REACHED QB0133'FROM THE OLA INN AND STORE IN OLA, GO NORTH ON THE OLA HIGHWAY FOR 8.0 QB0133'KM (4.95 MI) TO A FORK (3RD FORK ROAD). TURN LEFT AND CONTINUE QB0133'NORTHERLY ON THE OLA HIGHWAY FOR 1.6 KM (1.00 MI) TO THE MARK ON THE QB0133'RIGHT AS DESCRIBED JUST PAST A PRIVATE DRIVE WAY TO ADDRESS 27200. IT QB0133'IS 10.7 M (35.1 FT) EAST FROM THE CENTER OF THE OLA HIGHWAY AND 14.9 M QB0133'(48.9 FT) NORTH OF A WOODEN GATE POST. MARK IS A BENCH MARK DISK SET QB0133'IN THE TOP OF A 13 CM SQUARE CONCRETE POST PROJECTING 13 CM ABOVE QB0133'GROUND. QB0133 QB0133 STATION RECOVERY (2004) QB0133 QB0133'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC) QB0133'RECOVERED IN GOOD CONDITION.