1 National Geodetic Survey, Retrieval Date = JULY 27, 2009 DI0878 *********************************************************************** DI0878 CORS - This is a GPS Continuously Operating Reference Station. DI0878 DESIGNATION - DRIVER 5 CORS ARP DI0878 CORS_ID - DRV5 DI0878 PID - DI0878 DI0878 STATE/COUNTY- VA/ISLE OF WIGHT DI0878 USGS QUAD - BENNS CHURCH (1986) DI0878 DI0878 *CURRENT SURVEY CONTROL DI0878 ___________________________________________________________________ DI0878* NAD 83(CORS)- 36 57 31.13567(N) 076 33 23.90336(W) ADJUSTED DI0878* NAVD 88 - **(meters) **(feet) DI0878 ___________________________________________________________________ DI0878 EPOCH DATE - 2002.00 DI0878 X - 1,186,304.651 (meters) COMP DI0878 Y - -4,962,922.616 (meters) COMP DI0878 Z - 3,813,714.350 (meters) COMP DI0878 ELLIP HEIGHT- -21.358 (meters) (08/??/06) ADJUSTED DI0878 GEOID HEIGHT- -36.22 (meters) GEOID03 DI0878 HORZ ORDER - SPECIAL (CORS) DI0878 ELLP ORDER - SPECIAL (CORS) DI0878 DI0878.ITRF positions are available for this station. DI0878.The coordinates were established by GPS observations DI0878.and adjusted by the National Geodetic Survey in August 2006. DI0878.The coordinates are valid at the epoch date displayed above. DI0878.The epoch date for horizontal control is a decimal equivalence DI0878.of Year/Month/Day. DI0878 DI0878 DI0878.The PID for the CORS L1 Phase Center is DI0879. DI0878 DI0878.The XYZ, and position/ellipsoidal ht. are equivalent. DI0878 DI0878.The ellipsoidal height was determined by GPS observations DI0878.and is referenced to NAD 83. DI0878 DI0878.The geoid height was determined by GEOID03. DI0878 DI0878; North East Units Scale Factor Converg. DI0878;SPC VA S - 1,071,175.232 3,673,058.073 MT 0.99997070 +1 10 46.1 DI0878;SPC VA S - 3,514,347.41 12,050,691.36 sFT 0.99997070 +1 10 46.1 DI0878 DI0878! - Elev Factor x Scale Factor = Combined Factor DI0878!SPC VA S - 1.00000335 x 0.99997070 = 0.99997405 DI0878 DI0878 SUPERSEDED SURVEY CONTROL DI0878 DI0878.No superseded survey control is available for this station. DI0878 DI0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6141791417(NAD 83) DI0878_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA DI0878 DI0878 STATION DESCRIPTION DI0878 DI0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 DI0878'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DI0878'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DI0878'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DI0878' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG DI0878' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. *** retrieval complete. Elapsed Time = 00:00:00 1 National Geodetic Survey, Retrieval Date = FEBRUARY 26, 2009 FX2636 *********************************************************************** FX2636 DESIGNATION - J 324 RESET 1983 FX2636 PID - FX2636 FX2636 STATE/COUNTY- VA/C OF SUFFOLK FX2636 USGS QUAD - SUFFOLK (1997) FX2636 FX2636 *CURRENT SURVEY CONTROL FX2636 ___________________________________________________________________ FX2636* NAD 83(1993)- 36 40 48.68216(N) 076 36 36.13350(W) ADJUSTED FX2636* NAVD 88 - 21.17 (+/-2cm) 69.5 (feet) VERTCON FX2636 ___________________________________________________________________ FX2636 X - 1,185,968.708 (meters) COMP FX2636 Y - -4,982,046.774 (meters) COMP FX2636 Z - 3,788,980.449 (meters) COMP FX2636 LAPLACE CORR- -5.29 (seconds) DEFLEC99 FX2636 ELLIP HEIGHT- -15.048 (meters) (09/08/95) ADJUSTED FX2636 GEOID HEIGHT- -36.20 (meters) GEOID03 FX2636 HORZ ORDER - THIRD FX2636 VERT ORDER - THIRD ? (See Below) FX2636 ELLP ORDER - FOURTH CLASS II FX2636 FX2636.This mark is at Suffolk Airport (SFQ) FX2636 FX2636.The horizontal coordinates were established by GPS observations FX2636.and adjusted by the National Geodetic Survey in September 1995. FX2636 FX2636.The NAVD 88 height was computed by applying the VERTCON shift value to FX2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX2636.The vertical order pertains to the NGVD 29 superseded value. FX2636 FX2636.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX2636 FX2636.The Laplace correction was computed from DEFLEC99 derived deflections. FX2636 FX2636.The ellipsoidal height was determined by GPS observations FX2636.and is referenced to NAD 83. FX2636 FX2636.The geoid height was determined by GEOID03. FX2636 FX2636; North East Units Scale Factor Converg. FX2636;SPC VA S - 1,040,183.319 3,668,922.250 MT 1.00001682 +1 08 49.4 FX2636;SPC VA S - 3,412,668.11 12,037,122.42 sFT 1.00001682 +1 08 49.4 FX2636;UTM 18 - 4,060,603.272 356,142.030 MT 0.99985497 -0 57 42.9 FX2636 FX2636! - Elev Factor x Scale Factor = Combined Factor FX2636!SPC VA S - 1.00000236 x 1.00001682 = 1.00001918 FX2636!UTM 18 - 1.00000236 x 0.99985497 = 0.99985733 FX2636 FX2636 SUPERSEDED SURVEY CONTROL FX2636 FX2636 NAD 83(1986)- 36 40 48.68728(N) 076 36 36.15473(W) AD( ) 3 FX2636 NAD 27 - 36 40 48.14283(N) 076 36 37.33608(W) AD( ) 3 FX2636 NGVD 29 (03/22/89) 21.60 (m) 70.9 (f) LEVELING 3 FX2636 FX2636.Superseded values are not recommended for survey control. FX2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2636.See file dsdata.txt to determine how the superseded data were derived. FX2636 FX2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5614260603(NAD 83) FX2636_MARKER: DB = BENCH MARK DISK FX2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2636_SP_SET: SET IN TOP OF CONCRETE MONUMENT FX2636_STAMPING: J 324 RESET 1983 FX2636_PROJECTION: FLUSH FX2636_MAGNETIC: N = NO MAGNETIC MATERIAL FX2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2636+STABILITY: SURFACE MOTION FX2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2636+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001 FX2636 FX2636 HISTORY - Date Condition Report By FX2636 HISTORY - 1983 MONUMENTED NGS FX2636 HISTORY - 1987 GOOD NGS FX2636 HISTORY - 20010815 GOOD VADOT FX2636 HISTORY - 20010922 GOOD USPSQD FX2636 FX2636 STATION DESCRIPTION FX2636 FX2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FX2636'3.3 MI SW FROM SUFFOLK. FX2636'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 13 FROM THE RAILROAD CROSSING FX2636'IN SUFFOLK TO THE JUNCTION OF STATE HIGHWAY 32 AND AIRPORT ROAD ON FX2636'THE LEFT, THENCE LEFT ON AIRPORT ROAD FOR 0.25 MILE, THENCE LEFT ON FX2636'PAVED ROAD FOR 0.05 MILE TO MARK ON THE LEFT, 14.8 METERS (48.6 FT) FX2636'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY NUMBER 7, 17.7 FX2636'METERS (58.3 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER FORMED BY THE FX2636'JUNCTION OF RUNWAY 5 AND 9, 34.6 METERS (113.5 FT) NORTH-NORTHWEST FX2636'OF THE APPROXIMATE CENTER OF THE PAVED ROAD NORTH AND SOUTH, 73.4 FX2636'METERS (242.0 FT) EAST-NORTHEAST OF AIRPORT ROAD AND COUNTY ROAD FX2636'646, AND 26.7 METERS (87.6 FT) WEST OF THE WEST EDGE OF RUNWAY 9. FX2636'THE MARK IS 2.0 FT SE FROM A WITNESS POST. FX2636'THE MARK IS ABOVE LEVEL WITH RUNWAY. FX2636 FX2636 STATION RECOVERY (1987) FX2636 FX2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP) FX2636'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) FX2636'SOUTH OF DOWNTOWN SUFFOLK, AT THE SUFFOLK MUNICIPAL AIRPORT AND FX2636'NEAR THE SOUTHWEST END OF RUNWAY 7-25. FX2636'OWNERSHIP--CITY OF SUFFOLK, MR BILL BISHOP, AIRPORT MANAGER, PO BOX FX2636'1858, SUFFOLK VA 23434. FX2636' FX2636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10, 32, FX2636'337 AND U.S. HIGHWAY 13 IN DOWNTOWN SUFFOLK, GO SOUTH ON HIGHWAY FX2636'13, 10 AND 32 FOR 6.0 KM (3.7 MI) TO AIRPORT ROAD (STATE ROAD 646). FX2636'TURN LEFT AND GO SOUTHEAST FOR 0.5 KM (0.3 MI) TO A ROAD LEFT. FX2636'TURN LEFT AND GO NORTHEAST ON NEW AIRPORT ROAD FOR 0.6 KM (0.35 MI) FX2636'TO THE AIRPORT GATE. PASS THROUGH THE GATE AND TURN LEFT GOING FX2636'NORTHERLY FOR 0.1 KM (0.05 MI) TO THE AIRPORT OFFICE IN A LARGE FX2636'HANGER. CONTINUE NORTHERLY, PASSING TO THE EAST SIDE OF THE OFFICE FX2636'ON TAXI STRIP FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF RUNWAYS 7-25 FX2636'AND 15-33. TURN LEFT AND GO SOUTHWEST ALONG RUNWAY 7-25 FOR 0.8 KM FX2636'(0.5 MI) TO THE STATION. FX2636' FX2636'THE STATION IS A STANDARD NGS DISK FX2636'STAMPED---J 324 RESET 1983---, FX2636'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FX2636'32 CM IN DIAMETER FLUSH WITH GROUND. LOCATED FX2636'73.45 METERS (241.0 FT) EAST FROM ROAD 646, FX2636'34.6 METERS (113.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A FX2636'NORTH-SOUTH PAVED ROAD, FX2636'26.7 METERS (87.6 FT) WEST FROM THE WEST EDGE OF RUNWAY 9, FX2636'17.75 METERS (58.2 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF FX2636'JUNCTION FORMED BY RUNWAYS 7 AND 9, AND FX2636'14.8 METERS (48.6 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST CORNER OF FX2636'THE NUMERAL 7 PAINTED ON RUNWAY. FX2636' FX2636'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, FX2636'1987. FX2636' FX2636'THIS STATION IS SUITABLE FOR GPS SURVEYS. FX2636' FX2636'DESCRIBED H.D. MCKINNEY. FX2636 FX2636 STATION RECOVERY (2001) FX2636 FX2636'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2001 (RD) FX2636'49' WEST FROM THE SOUTHWEST END OF RUNWAY 7, 0.10 MI WEST FROM A PAVED FX2636'STREET NAME GENE BOLTWAY AND 0.20 FROM MAIN ROAD RTE 13. FX2636 FX2636 STATION RECOVERY (2001) FX2636 FX2636'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR) FX2636'STATION RECOVERED. STATION IS NEAR THE SOUTH END OF RUNWAY 7. THERE IS FX2636'NO RUNWAY 9. FROM THE WHITE LINE ON THE SE CORNER OF THE RUNWAY, THE FX2636'STATION IS 81 FEET AWAY AT A HEADING OF 165 DEGREES. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 26, 2009 FX4376 *********************************************************************** FX4376 CBN - This is a Cooperative Base Network Control Station. FX4376 DESIGNATION - PASCALE FX4376 PID - FX4376 FX4376 STATE/COUNTY- VA/C OF CHESAPEAKE FX4376 USGS QUAD - BOWERS HILL (1986) FX4376 FX4376 *CURRENT SURVEY CONTROL FX4376 ___________________________________________________________________ FX4376* NAD 83(2007)- 36 46 45.67055(N) 076 26 35.23122(W) ADJUSTED FX4376* NAVD 88 - 5.6 (meters) 18. (feet) GPS OBS FX4376 ___________________________________________________________________ FX4376 EPOCH DATE - 2002.00 FX4376 X - 1,198,931.940 (meters) COMP FX4376 Y - -4,972,160.364 (meters) COMP FX4376 Z - 3,797,790.460 (meters) COMP FX4376 LAPLACE CORR- -4.58 (seconds) DEFLEC99 FX4376 ELLIP HEIGHT- -31.127 (meters) (02/10/07) ADJUSTED FX4376 GEOID HEIGHT- -36.72 (meters) GEOID03 FX4376 FX4376 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- FX4376 Type PID Designation North East Ellip FX4376 ------------------------------------------------------------------- FX4376 NETWORK FX4376 PASCALE 0.47 0.39 1.47 FX4376 ------------------------------------------------------------------- FX4376 FX4376.This mark is at Hampton Roads Airport (PVG) FX4376 FX4376.The horizontal coordinates were established by GPS observations FX4376.and adjusted by the National Geodetic Survey in February 2007. FX4376 FX4376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). FX4376.See National Readjustment for more information. FX4376.The horizontal coordinates are valid at the epoch date displayed above. FX4376.The epoch date for horizontal control is a decimal equivalence FX4376.of Year/Month/Day. FX4376 FX4376.The orthometric height was determined by GPS observations and a FX4376.high-resolution geoid model. FX4376 FX4376.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX4376 FX4376.The Laplace correction was computed from DEFLEC99 derived deflections. FX4376 FX4376.The ellipsoidal height was determined by GPS observations FX4376.and is referenced to NAD 83. FX4376 FX4376.The geoid height was determined by GEOID03. FX4376 FX4376; North East Units Scale Factor Converg. FX4376;SPC VA S - 1,051,497.071 3,683,599.071 MT 0.99999772 +1 14 54.1 FX4376;SPC VA S - 3,449,786.64 12,085,274.62 sFT 0.99999772 +1 14 54.1 FX4376;UTM 18 - 4,071,366.856 371,222.918 MT 0.99980430 -0 51 51.0 FX4376 FX4376! - Elev Factor x Scale Factor = Combined Factor FX4376!SPC VA S - 1.00000488 x 0.99999772 = 1.00000260 FX4376!UTM 18 - 1.00000488 x 0.99980430 = 0.99980918 FX4376 FX4376: Primary Azimuth Mark Grid Az FX4376:SPC VA S - PASCALE AZ MK 271 10 54.4 FX4376:UTM 18 - PASCALE AZ MK 273 17 39.5 FX4376 FX4376|---------------------------------------------------------------------| FX4376| PID Reference Object Distance Geod. Az | FX4376| dddmmss.s | FX4376| FX4381 PASCALE AZ MK APPROX. 1.0 KM 2722548.5 | FX4376|---------------------------------------------------------------------| FX4376 FX4376 SUPERSEDED SURVEY CONTROL FX4376 FX4376 ELLIP H (07/14/04) -31.116 (m) GP( ) 3 2 FX4376 ELLIP H (08/14/01) -31.108 (m) GP( ) 4 1 FX4376 NAD 83(1993)- 36 46 45.67187(N) 076 26 35.23079(W) AD( ) B FX4376 ELLIP H (06/29/94) -31.143 (m) GP( ) 4 1 FX4376 NAD 83(1993)- 36 46 45.67187(N) 076 26 35.23079(W) AD( ) B FX4376 ELLIP H (04/04/94) -31.143 (m) GP( ) 4 1 FX4376 NAD 83(1986)- 36 46 45.67823(N) 076 26 35.26625(W) AD( ) 3 FX4376 NAD 27 - 36 46 45.14284(N) 076 26 36.45163(W) AD( ) 3 FX4376 NGVD 29 (03/22/89) 5.8 (m) 19. (f) GPS OBS 3 FX4376 FX4376.Superseded values are not recommended for survey control. FX4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4376.See file dsdata.txt to determine how the superseded data were derived. FX4376 FX4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7122371367(NAD 83) FX4376_MARKER: DH = HORIZONTAL CONTROL DISK FX4376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4376_SP_SET: CONCRETE POST FX4376_STAMPING: PASCALE 1986 FX4376_MARK LOGO: NGS FX4376_MAGNETIC: N = NO MAGNETIC MATERIAL FX4376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4376+STABILITY: SURFACE MOTION FX4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4376+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006 FX4376 FX4376 HISTORY - Date Condition Report By FX4376 HISTORY - 1987 MONUMENTED NGS FX4376 HISTORY - 1987 GOOD NGS FX4376 HISTORY - 19930503 GOOD NGS FX4376 HISTORY - 20000301 GOOD PMI FX4376 HISTORY - 20010922 GOOD USPSQD FX4376 HISTORY - 20060302 GOOD VADOT FX4376 FX4376 STATION DESCRIPTION FX4376 FX4376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP) FX4376'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) FX4376'NORTHEAST OF DOWNTOWN SUFFOLK, AT THE PORTSMOUTH-HAMPTON ROADS FX4376'AIRPORT, NEAR THE EAST END OF, AND ALONG THE NORTH SIDE OF RUNWAY FX4376'10-28, IN A TRIANGLE FORMED BY THREE VASI LIGHTS. FX4376'OWNERSHIP--HENRY PASCALE, PO BOX 85, SEA BRIGHT NJ 07760, VAN FX4376'SUMMERS, AIRPORT MANAGER, PH 804-488-8301. FX4376' FX4376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13, 58, 460 FX4376'AND STATE HIGHWAYS 10 AND 32 IN DOWNTOWN SUFFOLK, GO NORTHEAST ON FX4376'HIGHWAYS 58 AND 460 FOR 13.4 KM (8.3 MI) TO A MEDIAN CROSSING. FX4376'TURN LEFT AND GO NORTHERLY FOR 0.2 KM (0.1 MI) TO THE AIRPORT AND FX4376'THE OFFICE. BEAR LEFT AND GO NORTHWESTERLY APPROXIMATELY 0.1 KM FX4376'(0.05 MI) TO THE JUNCTION OF THE TWO RUNWAYS. TURN RIGHT AND GO EAST FX4376'APPROXIMATELY 0.6 KM (0.35 MI) TO THE END OF THE RUNWAY AND STATION. FX4376' FX4376'THE STATION IS A STANDARD NGS DISK FX4376'STAMPED---PASCALE 1986---, FX4376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FX4376'33 CM IN DIAMETER FLUSH WITH GROUND. LOCATED FX4376'28.5 METERS (93.4 FT) NORTH FROM THE CENTER OF THE RUNWAY, FX4376'12.3 METERS (40.4 FT) EAST FROM A VASI LIGHT POST, FX4376'5.1 METERS (16.6 FT) NORTHWEST FROM A VASI LIGHT POST, FX4376'4.7 METERS (15.5 FT) SOUTHWEST FROM A SUPPORTING POST FOR A VASI FX4376'LIGHT, AND FX4376'0.3 METERS (1.0 FT) WEST FROM A WITNESS POST. FX4376'THE UNDERGROUND MARK IS A STANDARD NGS DISK FX4376'STAMPED---PASCALE 1986---, FX4376'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE. FX4376' FX4376'THE AZIMUTH MARK IS A STANDARD NGS DISK FX4376'STAMPED---PASCALE 1986---, FX4376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FX4376'32 CM IN DIAMETER FLUSH WITH GROUND. LOCATED FX4376'28.7 METERS (94.3 FT) NORTH FROM THE CENTER OF THE RUNWAY, FX4376'11.2 METERS (36.8 FT) WEST FROM A VASI LIGHT POST, FX4376'5.9 METERS (19.4 FT) NORTHEAST FROM A VASI LIGHT POST, FX4376'5.3 METERS (17.5 FT) SOUTHEAST FROM A SUPPORTING POST FOR A VASI FX4376'LIGHT, AND FX4376'0.3 METERS (1.0 FT) WEST FROM A WITNESS POST. FX4376'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR APPROXIMATELY FX4376'1.1 KM (0.7 MI) ON RUNWAY TO THE MARK ON THE RIGHT. FX4376' FX4376'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA, FX4376'1987. FX4376' FX4376'THIS STATION IS SUITABLE FOR GPS SURVEYS. FX4376' FX4376'DESCRIBED BY H.D. MCKINNEY. FX4376 FX4376 STATION RECOVERY (1987) FX4376 FX4376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 FX4376'RECOVERED IN GOOD CONDITION. FX4376 FX4376 STATION RECOVERY (1993) FX4376 FX4376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 FX4376'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHEAST OF DOWNTOWN FX4376'SUFFOLK, AT THE PORTSMOUTH-HAMPTON ROAD AIRPORT, NEAR THE EAST END OF FX4376'AND THE NORTH SIDE OF RUNWAY 10-28, IN A TRIANGLE FORMED BY THREE FX4376'VASI LIGHTS. OWNERSHIP--HAMPTON ROADS AIRPORT INC. P.O. BOX 200, FX4376'BOWERS HILL STATION, CHESAPEAKE, VA 23321. PHONE 804-465-0260. FX4376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13, 58, 460 FX4376'AND STATE HIGHWAYS 10 AND 32 IN DOWNTOWN SUFFOLK, GO NORTHEAST ON FX4376'HIGHWAYS 58 AND 460 FOR 13.4 KM (8.30 MI) TO A MEDIAN CROSSING, TURN FX4376'LEFT AND GO NORTHERLY FOR 0.2 KM (0.10 MI) TO THE AIRPORT AND THE FX4376'OFFICE, BEAR LEFT AND GO NORTHWESTERLY APPROXIMATELY 0.1 KM FX4376'(0.05 MI) TO THE JUNCTION OF TWO RUNWAYS, TURN RIGHT AND GO EAST FX4376'APPROXIMATELY 0.6 KM (0.35 MI) TO THE END OF THE RUNWAY AND THE FX4376'STATION. FX4376'LOCATED 28.5 M (93.5 FT) NORTH FROM THE CENTER OF THE RUNWAY, 12.3 M FX4376'(40.4 FT) EAST OF A VASI LIGHT POST, 5.1 M (16.7 FT) NORTHWEST FROM A FX4376'VASI LIGHT POST, 4.7 M (15.4 FT) SOUTHWEST FROM A SUPPORTING POST FOR FX4376'A VASI LIGHT AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST. FX4376 FX4376 STATION RECOVERY (2000) FX4376 FX4376'RECOVERY NOTE BY PRECISION MEASUREMENTS INC 2000 (RN) FX4376'RECOVERED AS DESCRIBED. FX4376 FX4376 STATION RECOVERY (2001) FX4376 FX4376'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTR) FX4376'RECOVERED IN GOOD CONDITION. CHECK IN WITH AIRPORT OPERATIONS FIRST. FX4376'THEY WILL GRANT ACCESS TO THE FACILITY ALLOWING YOU TO SURVEY ALL FX4376'GEODETIC STATIONS. CHECK OUT WHEN FINISHED. FX4376 FX4376 STATION RECOVERY (2006) FX4376 FX4376'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (JLB) FX4376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 26, 2009 FX2236 *********************************************************************** FX2236 DESIGNATION - F 468 FX2236 PID - FX2236 FX2236 STATE/COUNTY- VA/C OF SUFFOLK FX2236 USGS QUAD - SUFFOLK (1997) FX2236 FX2236 *CURRENT SURVEY CONTROL FX2236 ___________________________________________________________________ FX2236* NAD 83(1986)- 36 44 02. (N) 076 35 05. (W) SCALED FX2236* NAVD 88 - 10.086 (meters) 33.09 (feet) ADJUSTED FX2236 ___________________________________________________________________ FX2236 GEOID HEIGHT- -36.27 (meters) GEOID03 FX2236 DYNAMIC HT - 10.078 (meters) 33.06 (feet) COMP FX2236 MODELED GRAV- 979,865.3 (mgal) NAVD 88 FX2236 FX2236 VERT ORDER - FIRST CLASS II FX2236 FX2236.The horizontal coordinates were scaled from a topographic map and have FX2236.an estimated accuracy of +/- 6 seconds. FX2236 FX2236.The orthometric height was determined by differential leveling FX2236.and adjusted in June 1991. FX2236 FX2236.The geoid height was determined by GEOID03. FX2236 FX2236.The dynamic height is computed by dividing the NAVD 88 FX2236.geopotential number by the normal gravity value computed on the FX2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2236.degrees latitude (g = 980.6199 gals.). FX2236 FX2236.The modeled gravity was interpolated from observed gravity values. FX2236 FX2236; North East Units Estimated Accuracy FX2236;SPC VA S - 1,046,190. 3,671,060. MT (+/- 180 meters Scaled) FX2236 FX2236 SUPERSEDED SURVEY CONTROL FX2236 FX2236.No superseded survey control is available for this station. FX2236 FX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF585665(NAD 83) FX2236_MARKER: DB = BENCH MARK DISK FX2236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2236_SP_SET: STAINLESS STEEL ROD FX2236_STAMPING: F 468 1978 FX2236_PROJECTION: PROJECTING 8 CENTIMETERS FX2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2236_ROD/PIPE-DEPTH: 5.79 meters FX2236 FX2236 HISTORY - Date Condition Report By FX2236 HISTORY - 1978 MONUMENTED NGS FX2236 HISTORY - 19970628 GOOD USPSQD FX2236 FX2236 STATION DESCRIPTION FX2236 FX2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2236'0.2 MI WEST FROM SUFFOLK. FX2236'ABOUT 0.2 MILE WEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE FX2236'STATION IN SUFFOLK, SET IN THE PINE STREET CROSSING BETWEEN THE FX2236'TRACKS, 52 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 30 FEET FX2236'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 21 FEET EAST OF THE CENTER- FX2236'LINE OF THE STREET, 9 FEET SOUTHEAST OF POWER POLE NUMBER XD 41, FX2236'AND 2 FEET EAST OF A TELEPHONE POLE. FX2236'THE MARK IS 1 FT W FROM A WITNESS POST. FX2236'THE MARK IS ABOVE LEVEL WITH THE STREET. FX2236 FX2236 STATION RECOVERY (1997) FX2236 FX2236'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2236'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 26, 2009 FX2233 *********************************************************************** FX2233 DESIGNATION - G 468 FX2233 PID - FX2233 FX2233 STATE/COUNTY- VA/C OF SUFFOLK FX2233 USGS QUAD - SUFFOLK (1997) FX2233 FX2233 *CURRENT SURVEY CONTROL FX2233 ___________________________________________________________________ FX2233* NAD 83(1986)- 36 44 16. (N) 076 33 57. (W) SCALED FX2233* NAVD 88 - 7.481 (meters) 24.54 (feet) ADJUSTED FX2233 ___________________________________________________________________ FX2233 GEOID HEIGHT- -36.33 (meters) GEOID03 FX2233 DYNAMIC HT - 7.475 (meters) 24.52 (feet) COMP FX2233 MODELED GRAV- 979,863.8 (mgal) NAVD 88 FX2233 FX2233 VERT ORDER - FIRST CLASS II FX2233 FX2233.The horizontal coordinates were scaled from a topographic map and have FX2233.an estimated accuracy of +/- 6 seconds. FX2233 FX2233.The orthometric height was determined by differential leveling FX2233.and adjusted in June 1991. FX2233 FX2233.The geoid height was determined by GEOID03. FX2233 FX2233.The dynamic height is computed by dividing the NAVD 88 FX2233.geopotential number by the normal gravity value computed on the FX2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2233.degrees latitude (g = 980.6199 gals.). FX2233 FX2233.The modeled gravity was interpolated from observed gravity values. FX2233 FX2233; North East Units Estimated Accuracy FX2233;SPC VA S - 1,046,650. 3,672,740. MT (+/- 180 meters Scaled) FX2233 FX2233 SUPERSEDED SURVEY CONTROL FX2233 FX2233.No superseded survey control is available for this station. FX2233 FX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF601669(NAD 83) FX2233_MARKER: DB = BENCH MARK DISK FX2233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2233_SP_SET: STAINLESS STEEL ROD FX2233_STAMPING: G 468 1978 FX2233_PROJECTION: PROJECTING 8 CENTIMETERS FX2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2233_ROD/PIPE-DEPTH: 5.79 meters FX2233 FX2233 HISTORY - Date Condition Report By FX2233 HISTORY - 1978 MONUMENTED NGS FX2233 HISTORY - 19970628 GOOD USPSQD FX2233 FX2233 STATION DESCRIPTION FX2233 FX2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2233'0.9 MI EAST FROM SUFFOLK. FX2233'ABOUT 0.9 MILE EAST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE FX2233'STATION IN SUFFOLK. SET AT A GRAVEL ROAD CROSSING THAT RUNS BET- FX2233'WEEN SUFFOLK MARINE AND A GARMENT FACTORY, 58 FEET SOUTH OF THE FX2233'SOUTH RAIL OF THE ABANDONED TRACKS OF THE NORFOLK AND WESTERN RAIL- FX2233'ROAD, 41 FEET EAST OF THE CENTER OF THE ROAD, 27 FEET NORTH OF THE FX2233'NORTH RAIL OF THE SEABOARD COAST LINE, 2 FEET SOUTHWEST OF POWER FX2233'POLE NUMBER 304B WITH A GUY WIRE. FX2233'THE MARK IS 1 FT E FROM A WITNESS POST. FX2233'THE MARK IS 2 FT BELOW THE TRACK. FX2233 FX2233 STATION RECOVERY (1997) FX2233 FX2233'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2233'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:06 1 National Geodetic Survey, Retrieval Date = JULY 27, 2009 DG9068 *********************************************************************** DG9068 DESIGNATION - WEATHER DG9068 PID - DG9068 DG9068 STATE/COUNTY- VA/C OF NORFOLK DG9068 USGS QUAD - NORFOLK SOUTH (1986) DG9068 DG9068 *CURRENT SURVEY CONTROL DG9068 ___________________________________________________________________ DG9068* NAD 83(2007)- 36 51 19.67159(N) 076 18 04.66978(W) ADJUSTED DG9068* NAVD 88 - 2.446 (meters) 8.02 (feet) ADJUSTED DG9068 ___________________________________________________________________ DG9068 EPOCH DATE - 2002.00 DG9068 X - 1,210,036.376 (meters) COMP DG9068 Y - -4,964,257.135 (meters) COMP DG9068 Z - 3,804,550.126 (meters) COMP DG9068 LAPLACE CORR- -3.61 (seconds) DEFLEC99 DG9068 ELLIP HEIGHT- -34.566 (meters) (02/10/07) ADJUSTED DG9068 GEOID HEIGHT- -37.02 (meters) GEOID03 DG9068 DYNAMIC HT - 2.444 (meters) 8.02 (feet) COMP DG9068 DG9068 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DG9068 Type PID Designation North East Ellip DG9068 ------------------------------------------------------------------- DG9068 NETWORK DG9068 WEATHER 0.63 0.49 0.69 DG9068 ------------------------------------------------------------------- DG9068 MODELED GRAV- 979,857.5 (mgal) NAVD 88 DG9068 DG9068 VERT ORDER - FIRST CLASS II DG9068 DG9068.The horizontal coordinates were established by GPS observations DG9068.and adjusted by the National Geodetic Survey in February 2007. DG9068 DG9068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DG9068.See National Readjustment for more information. DG9068.The horizontal coordinates are valid at the epoch date displayed above. DG9068.The epoch date for horizontal control is a decimal equivalence DG9068.of Year/Month/Day. DG9068 DG9068.The orthometric height was determined by differential leveling DG9068.and adjusted in February 2005. DG9068.No vertical observational check was made to the station. DG9068 DG9068.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9068 DG9068.The Laplace correction was computed from DEFLEC99 derived deflections. DG9068 DG9068.The ellipsoidal height was determined by GPS observations DG9068.and is referenced to NAD 83. DG9068 DG9068.The geoid height was determined by GEOID03. DG9068 DG9068.The dynamic height is computed by dividing the NAVD 88 DG9068.geopotential number by the normal gravity value computed on the DG9068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9068.degrees latitude (g = 980.6199 gals.). DG9068 DG9068.The modeled gravity was interpolated from observed gravity values. DG9068 DG9068; North East Units Scale Factor Converg. DG9068;SPC VA S - 1,060,226.439 3,696,059.376 MT 0.99998507 +1 20 04.0 DG9068;SPC VA S - 3,478,426.24 12,126,154.80 sFT 0.99998507 +1 20 04.0 DG9068;UTM 18 - 4,079,628.982 383,994.086 MT 0.99976579 -0 46 50.2 DG9068 DG9068! - Elev Factor x Scale Factor = Combined Factor DG9068!SPC VA S - 1.00000542 x 0.99998507 = 0.99999049 DG9068!UTM 18 - 1.00000542 x 0.99976579 = 0.99977121 DG9068 DG9068|---------------------------------------------------------------------| DG9068| PID Reference Object Distance Geod. Az | DG9068| dddmmss.s | DG9068| DG9069 BREADMAKER 136.092 METERS 12943 | DG9068|---------------------------------------------------------------------| DG9068 DG9068 SUPERSEDED SURVEY CONTROL DG9068 DG9068 NAD 83(1993)- 36 51 19.67250(N) 076 18 04.66953(W) AD( ) B DG9068 ELLIP H (02/02/05) -34.549 (m) GP( ) 3 1 DG9068 NAVD 88 (02/02/05) 2.44 (m) 8.0 (f) LEVELING 3 DG9068 DG9068.Superseded values are not recommended for survey control. DG9068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG9068.See file dsdata.txt to determine how the superseded data were derived. DG9068 DG9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8399479629(NAD 83) DG9068_MARKER: DH = HORIZONTAL CONTROL DISK DG9068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9068_STAMPING: WEATHER 2004 DG9068_MARK LOGO: NGS DG9068_MAGNETIC: N = NO MAGNETIC MATERIAL DG9068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9068+STABILITY: SURFACE MOTION DG9068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9068+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2007 DG9068 DG9068 HISTORY - Date Condition Report By DG9068 HISTORY - 2004 MONUMENTED NGS DG9068 HISTORY - 20071126 GOOD ORBITE DG9068 DG9068 STATION DESCRIPTION DG9068 DG9068'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW) DG9068'IN NORFOLK, AT 538 FRONT STREET, 73.5 M NORTHEAST OF THE CENTER OF THE DG9068'STREET, 68.5 M NORTH OF THE NORTH CORNER OF THE NATIONAL GEODETIC DG9068'SURVEY FIELD OPERATIONS OFFICE AT 538 FRONT STREET, 36.4 M NORTHEAST DG9068'OF THE NORTH CORNER OF A PAVED PARKING LOT, 20.4 M SOUTH OF THE NORTH DG9068'CORNER OF THE PROPERTY, 17.9 M SOUTHEAST OF THE CENTER OF A GATE, DG9068'13.0 M SOUTHWEST OF A FENCE, 8.3 M NORTHWEST OF A LIGHT POLE, 1.0 M DG9068'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND DG9068'SURFACE. NOTE--THE MARK IS ON PROPERTY OWNED BY THE NATIONAL DG9068'GEODETIC SURVEY, 538 FRONT STREET, NORFOLK, VA 23510. DG9068 DG9068 STATION RECOVERY (2007) DG9068 DG9068'RECOVERY NOTE BY ORBITECH INC 2007 (SHG) DG9068'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00