1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3116 *********************************************************************** BH3116 DESIGNATION - F 18 RESET BH3116 PID - BH3116 BH3116 STATE/COUNTY- MS/HANCOCK BH3116 USGS QUAD - LOGTOWN (1993) BH3116 BH3116 *CURRENT SURVEY CONTROL BH3116 ___________________________________________________________________ BH3116* NAD 83(1993)- 30 21 33.25746(N) 089 36 53.01280(W) ADJUSTED BH3116* NAVD 88 - 8.077 (meters) 26.50 (feet) ADJUSTED BH3116 ___________________________________________________________________ BH3116 X - 37,038.668 (meters) COMP BH3116 Y - -5,508,095.871 (meters) COMP BH3116 Z - 3,204,789.608 (meters) COMP BH3116 LAPLACE CORR- -1.82 (seconds) DEFLEC99 BH3116 ELLIP HEIGHT- -19.11 (meters) GPS OBS BH3116 GEOID HEIGHT- -27.15 (meters) GEOID99 BH3116 DYNAMIC HT - 8.067 (meters) 26.47 (feet) COMP BH3116 MODELED GRAV- 979,343.4 (mgal) NAVD 88 BH3116 BH3116 HORZ ORDER - B BH3116 VERT ORDER - FIRST CLASS II BH3116 ELLP ORDER - THIRD CLASS II BH3116 BH3116.This is a reference station for the STENNIS BH3116.National Continuously Operating Reference Station (NDBC). BH3116 BH3116.The horizontal coordinates were established by GPS observations BH3116.and adjusted by the National Geodetic Survey in June 1998. BH3116 BH3116.The orthometric height was determined by differential leveling BH3116.and adjusted by the National Geodetic Survey in February 1994. BH3116 BH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht. BH3116 BH3116.The Laplace correction was computed from DEFLEC99 derived deflections. BH3116 BH3116.The ellipsoidal height was determined by GPS observations BH3116.and is referenced to NAD 83. BH3116 BH3116.The geoid height was determined by GEOID99. BH3116 BH3116.The dynamic height is computed by dividing the NAVD 88 BH3116.geopotential number by the normal gravity value computed on the BH3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BH3116.degrees latitude (g = 980.6199 gals.). BH3116 BH3116.The modeled gravity was interpolated from observed gravity values. BH3116 BH3116; North East Units Scale Converg. BH3116;SPC MS E - 95,501.778 224,881.985 MT 1.00001959 -0 23 41.8 BH3116;UTM 16 - 3,361,492.504 248,686.019 MT 1.00037925 -1 19 20.0 BH3116 BH3116 SUPERSEDED SURVEY CONTROL BH3116 BH3116 ELLIP HT - -19.05 (m) GP( ) 3 2 BH3116 NGVD 29 - 8.02 (m) 26.3 (f) RESET 3 BH3116 BH3116.Superseded values are not recommended for survey control. BH3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3116.See file dsdata.txt to determine how the superseded data were derived. BH3116 BH3116_MARKER: DV = VERTICAL CONTROL DISK BH3116_SETTING: 35 = MANHOLE BASE BH3116_STAMPING: F 18 RESET 1991 BH3116_MARK LOGO: NGS BH3116_MAGNETIC: N = NO MAGNETIC MATERIAL BH3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3116+STABILITY: SURFACE MOTION BH3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH3116+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1998 BH3116 BH3116 HISTORY - Date Condition Report By BH3116 HISTORY - 1991 MONUMENTED MSHD BH3116 HISTORY - 19930312 GOOD NGS BH3116 HISTORY - 19980123 GOOD NGS BH3116 BH3116 STATION DESCRIPTION BH3116 BH3116'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BH3116'2.20 MI (3.54 KM) NORTHWEST ALONG STATE HIGHWAY 607 FROM THE JUNCTION BH3116'OF INTERSTATE HIGHJWAY 10, 17.5 MI (28.2 KM) WEST OF BAY ST LOUIS, BH3116'TO THE SOUTH GATE TO THE NASA TEST SITE, CONTINUE NORTHWEST ON STATE BH3116'HIGHWAY 607 (A ROAD) FOR 0.85 MI (1.37 KM) TO JUNCTION OF H ROAD, TURN BH3116'RIGHT AND GO EAST ON H ROAD FOR 0.6 MI (1.0 KM) TO JUNCTION OF BH3116'OLD HIGHWAY 43 AND MARK ON RIGHT, IN TOP OF THE NORTHEAST CORNER BH3116'OF AN 8 X 8 FOOT CONCRETE BASE FOR MANHOLE COVER, 65.5 FT (20.0 M) BH3116'WEST SOUTHWEST OF OLD HIGHWAY 43, 178.5 FT (54.4 M) NORTH OF A POWER BH3116'POLE, 89.0 FT (27.1 M) EAST NORTHEAST OF EDGE OF WOODS, 58.0 FT BH3116'(17.7 M) SOUTHEAST OF A POWER POLE WITH A METER AND THREE BH3116'TRANSFORMERS AND 0.5 FT (0.2 M) WEST SOUTHWEST OF A METAL WITNESS BH3116'POST AND SIGN. BH3116 BH3116 STATION RECOVERY (1993) BH3116 BH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 BH3116'5.9 KM (3.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 59 FROM THE BH3116'JUNCTION OF STATE HIGHWAY 43 (EXIT 4) IN PICAYUNE, THENCE 14.3 KM BH3116'(8.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 607, THENCE 0.9 KM (0.55 BH3116'MI) EASTERLY ALONG H ROAD, NEAR THE NORTHEAST CORNER OF AN 8 BY BH3116'8-FOOT CONCRETE PAD SUPPORTING A MANHOLE COVER, 0.1 KM (0.05 MI) BH3116'SOUTH OF THE INTERSECTION OF OLD STATE HIGHWAY 43, 20.4 M (66.9 FT) BH3116'SOUTHWEST OF THE ROAD CENTERLINE, 17.6 M (57.7 FT) SOUTHEAST OF A BH3116'UTILITY POLE WITH 3 TRANSFORMERS, 0.3 M (1.0 FT) BELOW THE LEVEL OF BH3116'THE ROAD, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST. BH3116 BH3116 STATION RECOVERY (1998) BH3116 BH3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG) BH3116'THE STATION WAS RECOVERED USING THE LATEST DESCRIPTION, ALL DIRECTION BH3116'AND DISTANCES CHECKED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3076 *********************************************************************** BH3076 DESIGNATION - G 190 RESET BH3076 PID - BH3076 BH3076 STATE/COUNTY- MS/HANCOCK BH3076 USGS QUAD - WAVELAND (1976) BH3076 BH3076 *CURRENT SURVEY CONTROL BH3076 ___________________________________________________________________ BH3076* NAD 83(1986)- 30 17 58. (N) 089 26 50. (W) SCALED BH3076* NAVD 88 - 3.47 (meters) 11.4 (feet) RESET BH3076 ___________________________________________________________________ BH3076 GEOID HEIGHT- -27.26 (meters) GEOID99 BH3076 BH3076 VERT ORDER - THIRD BH3076 BH3076.The horizontal coordinates were scaled from a topographic map and have BH3076.an estimated accuracy of +/- 6 seconds. BH3076 BH3076.The orthometric height was computed from unverified reset data. BH3076.No vertical observational check was made to the station. BH3076 BH3076.The geoid height was determined by GEOID99. BH3076 BH3076; North East Units Estimated Accuracy BH3076;SPC MS E - 88,770. 240,950. MT (+/- 180 meters Scaled) BH3076 BH3076 SUPERSEDED SURVEY CONTROL BH3076 BH3076 NGVD 29 - 3.42 (m) 11.2 (f) RESET 3 BH3076 BH3076.Superseded values are not recommended for survey control. BH3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3076.See file dsdata.txt to determine how the superseded data were derived. BH3076 BH3076_MARKER: DV = VERTICAL CONTROL DISK BH3076_SETTING: 31 = CURB BH3076_STAMPING: G 190 RESET 1985 BH3076_MARK LOGO: NGS BH3076_MAGNETIC: N = NO MAGNETIC MATERIAL BH3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3076+STABILITY: SURFACE MOTION BH3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH3076+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993 BH3076 BH3076 HISTORY - Date Condition Report By BH3076 HISTORY - 1985 MONUMENTED NGS BH3076 HISTORY - 19930318 GOOD NGS BH3076 BH3076 STATION DESCRIPTION BH3076 BH3076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BH3076'7.75 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE BRIDGE BH3076'OVER BAY ST. LOUIS IN BAY ST. LOUIS, TO CONCRETE BRIDGE OVER PHILLIPS BH3076'BAYOU AND MARK IN TOP OF THE CURVED CONCRETE BASE FOR SOUTH CONCRETE BH3076'BANNISTER AT THE WEST END OF BRIDGE FOR THE WEST BOUND LANES OF BH3076'HIGHWAY 90, 17.0 FT (5.2 M) SOUTH OF THE CENTER OF THE WEST BOUND BH3076'LANES OF HIGHWAY. BH3076 BH3076 STATION RECOVERY (1993) BH3076 BH3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 BH3076'6.8 KM (4.20 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF BH3076'STATE HIGHWAY 43 IN WAVELAND, NEAR THE WEST END OF THE CONCRETE CURB BH3076'ALONG THE SOUTH SIDE OF THE WESTBOUND HIGHWAY BRIDGE SPANNING PHILLIP BH3076'BAYOU, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES BH3076'OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH1017 *********************************************************************** BH1017 DESIGNATION - KILN RM 1 BH1017 PID - BH1017 BH1017 STATE/COUNTY- MS/HANCOCK BH1017 USGS QUAD - KILN (1976) BH1017 BH1017 *CURRENT SURVEY CONTROL BH1017 ___________________________________________________________________ BH1017* NAD 83(1986)- 30 25 08. (N) 089 27 01. (W) SCALED BH1017* NAVD 88 - 15.57 (meters) 51.1 (feet) RESET BH1017 ___________________________________________________________________ BH1017 GEOID HEIGHT- -27.59 (meters) GEOID99 BH1017 BH1017 VERT ORDER - THIRD BH1017 BH1017.The horizontal coordinates were scaled from a topographic map and have BH1017.an estimated accuracy of +/- 6 seconds. BH1017 BH1017.The orthometric height was computed from unverified reset data. BH1017 BH1017.The geoid height was determined by GEOID99. BH1017 BH1017; North East Units Estimated Accuracy BH1017;SPC MS E - 102,020. 240,730. MT (+/- 180 meters Scaled) BH1017 BH1017 SUPERSEDED SURVEY CONTROL BH1017 BH1017 NGVD 29 - 15.63 (m) 51.3 (f) RESET 3 BH1017 BH1017.Superseded values are not recommended for survey control. BH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH1017.See file dsdata.txt to determine how the superseded data were derived. BH1017 BH1017_MARKER: DR = REFERENCE MARK DISK BH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BH1017_STAMPING: KILN NO 1 1931 BH1017_MARK LOGO: CGS BH1017_MAGNETIC: N = NO MAGNETIC MATERIAL BH1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH1017+STABILITY: SURFACE MOTION BH1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BH1017+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1993 BH1017 BH1017 HISTORY - Date Condition Report By BH1017 HISTORY - 1931 MONUMENTED CGS BH1017 HISTORY - 1972 POOR NGS BH1017 HISTORY - 1989 GOOD USPSQD BH1017 HISTORY - 19930311 GOOD NGS BH1017 BH1017 STATION DESCRIPTION BH1017 BH1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 BH1017'2.15 MI NW FROM KILN. BH1017'LOCATED 2.15 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BH1017'CONSOILDATED SCHOOL AT KILN, THEN RIGHT FOR ABOUT 0.1 MILE ON PRIVATE BH1017'ROAD TO THE MARK. IT IS 529.28 FEET NORTHEAST OF THE STATION, 27.5 BH1017'FEET SOUTHWEST OF THE SOUTHWEST CORNOR OF A WHITE FRAME HOUSE OWNED BY BH1017'MR. A.V. NECAISE, 44 FEET SOUTH OF A POWER POLE, 34.5 FEET WEST OF THE BH1017'SOUTHWEST CORNER OF A SIDEWALK, 22 FEET WEST OF THE PROJECTED PLANE OF BH1017'THE WEST WALL OF THE HOUSE, AND 69 FEET NORTH OF THE PROJECTED BH1017'CENTERLINE OF THE PRIVATE ROAD. IT IS A REFERENCE MARK DISK STAMPED BH1017'KILN NO 1 1931 FLUSH WITH THE GROUND. BH1017'NOTE-- 1972 ELEVATION ESTABLISHED AFTER MARK WAS DISTURBED. BH1017 BH1017 STATION RECOVERY (1989) BH1017 BH1017'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLR) BH1017'RECOVERED IN GOOD CONDITION. BH1017 BH1017 STATION RECOVERY (1993) BH1017 BH1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 BH1017'15.8 KM (9.80 MI) NORTHERLY ALONG STATE HIGHWAY 43 FROM THE JUNCTION BH1017'OF U.S. HIGHWAY 90 IN WAVELAND, THENCE 2.0 KM (1.25 MI) BH1017'NORTHWESTERLY ALONG OLD KILN ROAD, THENCE 0.2 KM (0.10 MI) BH1017'NORTHEASTERLY ALONG A DRIVEWAY, 161.4 M (529.5 FT) NORTHEAST OF BH1017'TRIANGULATION STATION KILN, 13.5 M (44.3 FT) SOUTH OF A UTILITY POLE BH1017'WITH A GUY CABLE, 10.0 M (32.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST BH1017'CORNER OF A HOUSE AT 7372 KILN-PICAYUNE ROAD, 5.2 M (17.1 FT) NORTH BH1017'OF AND LEVEL WITH THE CENTER OF THE DRIVEWAY, AND THE MONUMENT IS BH1017'FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS LEANING BUT IS BH1017'SOLID IN PLACE. THE MARK IS ON PROPERTY OWNED BY ALBERT NECIASE, BH1017'7372 KILN-PICAYUNE ROAD, KILN, LA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BH3078 *********************************************************************** BH3078 DESIGNATION - PHILLIP 2 AZ MK 2 BH3078 PID - BH3078 BH3078 STATE/COUNTY- MS/HANCOCK BH3078 USGS QUAD - WAVELAND (1976) BH3078 BH3078 *CURRENT SURVEY CONTROL BH3078 ___________________________________________________________________ BH3078* NAD 83(1986)- 30 17 58. (N) 089 27 24. (W) SCALED BH3078* NAVD 88 - 3.47 (meters) 11.4 (feet) RESET BH3078 ___________________________________________________________________ BH3078 GEOID HEIGHT- -27.24 (meters) GEOID99 BH3078 BH3078 VERT ORDER - THIRD BH3078 BH3078.The horizontal coordinates were scaled from a topographic map and have BH3078.an estimated accuracy of +/- 6 seconds. BH3078 BH3078.The orthometric height was computed from unverified reset data. BH3078.No vertical observational check was made to the station. BH3078 BH3078.The geoid height was determined by GEOID99. BH3078 BH3078; North East Units Estimated Accuracy BH3078;SPC MS E - 88,780. 240,040. MT (+/- 180 meters Scaled) BH3078 BH3078 SUPERSEDED SURVEY CONTROL BH3078 BH3078 NGVD 29 - 3.42 (m) 11.2 (f) RESET 3 BH3078 BH3078.Superseded values are not recommended for survey control. BH3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BH3078.See file dsdata.txt to determine how the superseded data were derived. BH3078 BH3078_MARKER: DZ = AZIMUTH MARK DISK BH3078_SETTING: 31 = CURB BH3078_STAMPING: PHILLIP 2 1966 NO 2 1985 BH3078_MARK LOGO: NGS BH3078_MAGNETIC: N = NO MAGNETIC MATERIAL BH3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BH3078+STABILITY: SURFACE MOTION BH3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BH3078+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993 BH3078 BH3078 HISTORY - Date Condition Report By BH3078 HISTORY - 1985 MONUMENTED NGS BH3078 HISTORY - 19930318 GOOD NGS BH3078 BH3078 STATION DESCRIPTION BH3078 BH3078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 BH3078'7.75 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE WEST END OF THE BRIDGE BH3078'OVER BAY ST. LOUIS IN BAY ST. LOUIS, TO CONCRETE BRIDGE OVER PHILLIPS BH3078'BAYOU AND MARK ON RIGHT, ON TOP OF THE CURVED CONCRETE BASE FOR THE BH3078'NORTH CONCRETE BANNISTER AT THE WEST END OF BRIDGE FOR THE WEST BOUND BH3078'LANES OF HIGHWAY 90, 16.4 FT (5.0 M) NORTH OF THE CENTER OF THE WEST BH3078'BOUND LANES OF HIGHWAY. BH3078 BH3078 STATION RECOVERY (1993) BH3078 BH3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 BH3078'6.8 KM (4.20 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF BH3078'STATE HIGHWAY 43 IN WAVELAND, NEAR THE NORTHWEST END OF THE CURB BH3078'ALONG THE NORTH SIDE OF THE WESTBOUND HIGHWAY BRIDGE SPANNING PHILLIP BH3078'BAYOU, 5.0 M (16.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES BH3078'OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.