DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.03 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 21, 2004 PG2506 *********************************************************************** PG2506 DESIGNATION - MONUMENT 653 PG2506 PID - PG2506 PG2506 STATE/COUNTY- NY/CLINTON PG2506 USGS QUAD - PG2506 PG2506 *CURRENT SURVEY CONTROL PG2506 ___________________________________________________________________ PG2506* NAD 83(1996)- 45 00 32.73124(N) 073 26 30.24056(W) ADJUSTED PG2506* NAVD 88 - 56.1 (meters) 184. (feet) VERTCON PG2506 ___________________________________________________________________ PG2506 LAPLACE CORR- -1.00 (seconds) DEFLEC99 PG2506 GEOID HEIGHT- -29.41 (meters) GEOID03 PG2506 PG2506 HORZ ORDER - THIRD PG2506 PG2506.The horizontal coordinates were established by classical geodetic methods PG2506.and adjusted by the National Geodetic Survey in January 1999. PG2506 PG2506.The NAVD 88 height was computed by applying the VERTCON shift value to PG2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) PG2506 PG2506.The Laplace correction was computed from DEFLEC99 derived deflections. PG2506 PG2506.The geoid height was determined by GEOID03. PG2506 PG2506; North East Units Scale Factor Converg. PG2506;SPC NY E - 686,429.390 233,419.431 MT 0.99998554 +0 44 54.5 PG2506;UTM 18 - 4,985,141.491 622,795.831 MT 0.99978541 +1 06 07.8 PG2506 PG2506! - Elev Factor x Scale Factor = Combined Factor PG2506!SPC NY E - 0.99999582 x 0.99998554 = 0.99998136 PG2506!UTM 18 - 0.99999582 x 0.99978541 = 0.99978123 PG2506 PG2506: Primary Azimuth Mark Grid Az PG2506:SPC NY E - MONUMENT 653A 76 267 24 16.7 PG2506:UTM 18 - MONUMENT 653A 76 267 03 03.4 PG2506 PG2506|---------------------------------------------------------------------| PG2506| PID Reference Object Distance Geod. Az | PG2506| dddmmss.s | PG2506| PG2505 MONUMENT 652A 282.619 METERS 08812 | PG2506| PG2507 MONUMENT 653A 76 APPROX. 0.8 KM 2680911.2 | PG2506|---------------------------------------------------------------------| PG2506 PG2506 SUPERSEDED SURVEY CONTROL PG2506 PG2506 NAD 83(1996)- 45 00 32.73115(N) 073 26 30.24082(W) AD( ) 3 PG2506 NAD 83(1992)- 45 00 32.73026(N) 073 26 30.23985(W) AD( ) 3 PG2506 NAD 83(1986)- 45 00 32.73833(N) 073 26 30.24105(W) AD( ) 3 PG2506 NAD 27 - 45 00 32.60313(N) 073 26 31.76223(W) AD( ) 3 PG2506 NGVD 29 (07/19/86) 56.2 (m) 184. (f) VERT ANG PG2506 PG2506.Superseded values are not recommended for survey control. PG2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PG2506.See file dsdata.txt to determine how the superseded data were derived. PG2506 PG2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2279685141(NAD 83) PG2506_MARKER: Z = SEE DESCRIPTION PG2506_SETTING: 0 = UNSPECIFIED SETTING PG2506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY PG2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PG2506+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004 PG2506 PG2506 HISTORY - Date Condition Report By PG2506 HISTORY - 1845 MONUMENTED IBC PG2506 HISTORY - 20040902 GOOD USPSQD PG2506 PG2506 STATION DESCRIPTION PG2506 PG2506'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845 PG2506'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A PG2506'CONCRETE BASE 3X3X5 FEET DEEP. PG2506' PG2506'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED. PG2506 PG2506 STATION RECOVERY (2004) PG2506 PG2506'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN) PG2506'FOLLOW HWY 9 TO THE TOWN OF CHAMPLAIN, TURNING NE ON ELM STREET ACROSS PG2506'THE BRIDGE. TURN N ON OAK ST AND FOLLOW ROAD NORTH AND IT TURNS INTO PG2506'MERIDIAN ROAD. CONTINUE NORTH TO THE US CANADIAN BORDER, WHERE MARKER PG2506'WILL BE FOUND ON THE EAST SIDE OF A LOCKED GATE, JUST NORTH OF THE PG2506'PRESENT FENCE LINE. *** retrieval complete. Elapsed Time = 00:00:00