1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JU3745 *********************************************************************** JU3745 DESIGNATION - WILMINGTON GRACE ME CH SPIRE JU3745 PID - JU3745 JU3745 STATE/COUNTY- DE/NEW CASTLE JU3745 USGS QUAD - WILMINGTON SOUTH (1993) JU3745 JU3745 *CURRENT SURVEY CONTROL JU3745 ___________________________________________________________________ JU3745* NAD 83(1991)- 39 44 46.32195(N) 075 33 06.55751(W) ADJUSTED JU3745* NAVD 88 - JU3745 ___________________________________________________________________ JU3745 LAPLACE CORR- -1.60 (seconds) DEFLEC99 JU3745 GEOID HEIGHT- -32.89 (meters) GEOID03 JU3745 JU3745 HORZ ORDER - THIRD JU3745 JU3745.The horizontal coordinates were established by classical geodetic methods JU3745.and adjusted by the National Geodetic Survey in January 1992. JU3745 JU3745 JU3745.The Laplace correction was computed from DEFLEC99 derived deflections. JU3745 JU3745.The geoid height was determined by GEOID03. JU3745 JU3745; North East Units Scale Factor Converg. JU3745;SPC DE - 193,858.867 188,416.045 MT 0.99999665 -0 05 11.1 JU3745;SPC NJ - 101,866.383 59,857.335 MT 1.00000001 -0 40 21.2 JU3745;UTM 18 - 4,399,734.149 452,722.621 MT 0.99962752 -0 21 10.2 JU3745 JU3745 SUPERSEDED SURVEY CONTROL JU3745 JU3745 NAD 83(1986)- 39 44 46.31759(N) 075 33 06.56481(W) AD( ) 4 JU3745 NAD 27 - 39 44 45.91100(N) 075 33 07.84900(W) AD( ) 3 JU3745 JU3745.Superseded values are not recommended for survey control. JU3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JU3745.See file dsdata.txt to determine how the superseded data were derived. JU3745 JU3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5272399734(NAD 83) JU3745_MARKER: 70 = MONUMENT JU3745_MAGNETIC: N = NO MAGNETIC MATERIAL JU3745 JU3745 HISTORY - Date Condition Report By JU3745 HISTORY - 1933 FIRST OBSERVED CGS JU3745 HISTORY - 1946 GOOD CGS JU3745 HISTORY - 1982 GOOD NOS JU3745 HISTORY - 1983 GOOD USPSQD JU3745 HISTORY - 19910717 GOOD USPSQD JU3745 HISTORY - 19980215 GOOD USPSQD JU3745 HISTORY - 20041212 GOOD GEOCAC JU3745 JU3745 STATION DESCRIPTION JU3745 JU3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA) JU3745'ON N NINTH STREET BETWEEN WEST AND WASHINGTON STREETS. IT IS JU3745'OF SANDSTONE CONSTRUCTION, GRAY WITH GREENISH TINGE. TOWER IS ON JU3745'NINTH STREET FRONT MIDWAY OF BLOCK. JU3745' JU3745'THE TOWER IS ABOUT 25 FEET SQUARE WITH BELFRY, AND IS ABOUT 80 JU3745'FEET TO TOP OF STONE. JU3745' JU3745'SHARP POINTED OCTAGONAL SPIRE IS ANOTHER 70 FEET HIGH. ROOFS JU3745'ARE ALL BLACK SHINGLED. FINIAL IS AN ORNATE, WROUGHT IRON FILIGREE JU3745'DECORATION. JU3745' JU3745'THE SPIRE HAS 4 LOUVRED WINDOWS AT BASE, 4 DORMERS AT MIDPOINT, JU3745'AND 8 SMALL TRIANGULAR DORMERS AT TIP. FINIAL 150 FEET ABOVE JU3745'GROUND LEVEL. JU3745 JU3745 STATION RECOVERY (1946) JU3745 JU3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ) JU3745'STATION RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION IS JU3745'ADEQUATE. JU3745 JU3745 STATION RECOVERY (1982) JU3745 JU3745'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH) JU3745'RECOVERED AS DESCRIBED. JU3745 JU3745 STATION RECOVERY (1983) JU3745 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ) JU3745'NINTH ST. BETWEEN WEST AND WASHINGTON. JU3745'SHARP POINTED OCTAGONAL SPIRE 70 FT. JU3745'ROOF GRAY SHINGLES FINIAL IS ORNATE WROUGHT IRON FILIGREE JU3745'CROSS, SPIRE HAS 4 LOWERED BASE WINDOWS, 4 DORMERS AT MIDPOINT JU3745'AND 8 SMALL TRIANGULAR DORMERS AT TOP. JU3745 JU3745 STATION RECOVERY (1991) JU3745 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU) JU3745'RECOVERED IN GOOD CONDITION. JU3745 JU3745 STATION RECOVERY (1998) JU3745 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1998 JU3745'RECOVERED IN GOOD CONDITION. JU3745 JU3745 STATION RECOVERY (2004) JU3745 JU3745'RECOVERY NOTE BY GEOCACHING 2004 (APC) JU3745'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JU3748 *********************************************************************** JU3748 DESIGNATION - WILMINGTON SACRED HEART CHURCH JU3748 PID - JU3748 JU3748 STATE/COUNTY- DE/NEW CASTLE JU3748 USGS QUAD - WILMINGTON SOUTH (1993) JU3748 JU3748 *CURRENT SURVEY CONTROL JU3748 ___________________________________________________________________ JU3748* NAD 83(1991)- 39 44 52.71322(N) 075 33 15.45630(W) ADJUSTED JU3748* NAVD 88 - JU3748 ___________________________________________________________________ JU3748 LAPLACE CORR- -1.52 (seconds) DEFLEC99 JU3748 GEOID HEIGHT- -32.89 (meters) GEOID03 JU3748 JU3748 HORZ ORDER - THIRD JU3748 JU3748.The horizontal coordinates were established by classical geodetic methods JU3748.and adjusted by the National Geodetic Survey in January 1992. JU3748 JU3748 JU3748.The Laplace correction was computed from DEFLEC99 derived deflections. JU3748 JU3748.The geoid height was determined by GEOID03. JU3748 JU3748; North East Units Scale Factor Converg. JU3748;SPC DE - 194,056.305 188,204.486 MT 0.99999671 -0 05 16.8 JU3748;SPC NJ - 102,065.976 59,647.805 MT 1.00000047 -0 40 27.0 JU3748;UTM 18 - 4,399,932.496 452,512.059 MT 0.99962776 -0 21 15.9 JU3748 JU3748 SUPERSEDED SURVEY CONTROL JU3748 JU3748 NAD 83(1986)- 39 44 52.70854(N) 075 33 15.46238(W) AD( ) 4 JU3748 NAD 27 - 39 44 52.29900(N) 075 33 16.75600(W) AD( ) 3 JU3748 JU3748.Superseded values are not recommended for survey control. JU3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JU3748.See file dsdata.txt to determine how the superseded data were derived. JU3748 JU3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5251299932(NAD 83) JU3748_MARKER: 90 = CHURCH SPIRE JU3748 JU3748 HISTORY - Date Condition Report By JU3748 HISTORY - 1933 FIRST OBSERVED CGS JU3748 HISTORY - 1946 GOOD CGS JU3748 HISTORY - 1983 GOOD USPSQD JU3748 HISTORY - 19910718 GOOD USPSQD JU3748 HISTORY - 20041212 GOOD GEOCAC JU3748 JU3748 STATION DESCRIPTION JU3748 JU3748'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA) JU3748'AT SW CORNER OF TENTH AND MADISON STREETS. CHURCH IS BUILT OF JU3748'RED BRICK, BUTTRESSED WALLS, SLATE ROOF. APPROXIMATE DIMENSIONS JU3748'80 BY 100 FEET. JU3748' JU3748'TOWER ON MADISON STREET FRONT, ABOUT 50 FEET S OF S PROPERTY JU3748'LINE, MADISON STREET. TOWER IS ABOUT 25 FEET SQUARE AND EXTENDS JU3748'50 FEET ABOVE ROOF. ROOF RIDGE IS ABOUT 60 FEET ABOVE STREET JU3748'LEVEL. JU3748' JU3748'SPIRE IS A STUBBY PYRAMID ABOUT 30 FEET ABOVE BRICK WORK. LARGE JU3748'GOLD CROSS MOUNTS SPIRE. JU3748' JU3748'HEIGHT OF CROSS ABOVE STREET LEVEL--140 FEET. JU3748 JU3748 STATION RECOVERY (1946) JU3748 JU3748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ) JU3748'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS JU3748'ADEQUATE. JU3748 JU3748 STATION RECOVERY (1983) JU3748 JU3748'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ) JU3748'SPIRE IS COVERED WITH ALUMINUM - ONLY CHANGE FROM DESCRIPTION. JU3748 JU3748 STATION RECOVERY (1991) JU3748 JU3748'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG) JU3748'RECOVERED IN GOOD CONDITION. JU3748 JU3748 STATION RECOVERY (2004) JU3748 JU3748'RECOVERY NOTE BY GEOCACHING 2004 (APC) JU3748'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JU1895 *********************************************************************** JU1895 DESIGNATION - X 14 JU1895 PID - JU1895 JU1895 STATE/COUNTY- DE/NEW CASTLE JU1895 USGS QUAD - WILMINGTON SOUTH (1993) JU1895 JU1895 *CURRENT SURVEY CONTROL JU1895 ___________________________________________________________________ JU1895* NAD 83(1986)- 39 40 28. (N) 075 35 54. (W) SCALED JU1895* NAVD 88 - 23.459 (meters) 76.97 (feet) ADJUSTED JU1895 ___________________________________________________________________ JU1895 GEOID HEIGHT- -33.02 (meters) GEOID03 JU1895 DYNAMIC HT - 23.449 (meters) 76.93 (feet) COMP JU1895 MODELED GRAV- 980,163.6 (mgal) NAVD 88 JU1895 JU1895 VERT ORDER - FIRST CLASS II JU1895 JU1895.The horizontal coordinates were scaled from a topographic map and have JU1895.an estimated accuracy of +/- 6 seconds. JU1895 JU1895.The orthometric height was determined by differential leveling JU1895.and adjusted by the National Geodetic Survey in June 1991. JU1895.WARNING-Repeat measurements at this control monument indicate possible JU1895.vertical movement. JU1895 JU1895.The geoid height was determined by GEOID03. JU1895 JU1895.The dynamic height is computed by dividing the NAVD 88 JU1895.geopotential number by the normal gravity value computed on the JU1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JU1895.degrees latitude (g = 980.6199 gals.). JU1895 JU1895.The modeled gravity was interpolated from observed gravity values. JU1895 JU1895; North East Units Estimated Accuracy JU1895;SPC DE - 185,900. 184,410. MT (+/- 180 meters Scaled) JU1895 JU1895 SUPERSEDED SURVEY CONTROL JU1895 JU1895 NGVD 29 (01/10/92) 23.714 (m) 77.80 (f) ADJUSTED 1 2 JU1895 JU1895.Superseded values are not recommended for survey control. JU1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JU1895.See file dsdata.txt to determine how the superseded data were derived. JU1895 JU1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ486917(NAD 83) JU1895_MARKER: DB = BENCH MARK DISK JU1895_SETTING: 30 = SET IN A LIGHT STRUCTURE JU1895_SP_SET: STEPS JU1895_STAMPING: X 14 1956 JU1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JU1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JU1895+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003 JU1895 JU1895 HISTORY - Date Condition Report By JU1895 HISTORY - 1956 MONUMENTED CGS JU1895 HISTORY - 1974 GOOD NGS JU1895 HISTORY - 1976 GOOD LOCENG JU1895 HISTORY - 1979 GOOD NGS JU1895 HISTORY - 19910330 GOOD USPSQD JU1895 HISTORY - 19910717 GOOD USPSQD JU1895 HISTORY - 19970621 GOOD USPSQD JU1895 HISTORY - 20030809 GOOD GEOCAC JU1895 JU1895 STATION DESCRIPTION JU1895 JU1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 JU1895'1 MI SW FROM WILMINGTON MANOR. JU1895'STATION IS AT THE NEW CASTLE COUNTY AIRPORT. AT THE OPEN STEEL JU1895'STAIRWAY AT THE SOUTHWEST END OF THE AIRPORT ADMINISTRATION JU1895'BUILDING, ON THE NORTHEAST END OF THE TOP STEP OF THE CONCRETE JU1895'STEPS LEADING TO THE BASEMENT. A STANDARD BM DISK CEMENTED INTO JU1895'A DRILL HOLE IN THE CONCRETE. JU1895 JU1895 STATION RECOVERY (1974) JU1895 JU1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (1976) JU1895 JU1895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (1979) JU1895 JU1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (1991) JU1895 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC) JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (1991) JU1895 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU) JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (1997) JU1895 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1997 JU1895'RECOVERED IN GOOD CONDITION. JU1895 JU1895 STATION RECOVERY (2003) JU1895 JU1895'RECOVERY NOTE BY GEOCACHING 2003 (APC) JU1895'RECOVERED IN GOOD CONDITION.