1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1004 *********************************************************************** EG1004 DESIGNATION - A 32 EG1004 PID - EG1004 EG1004 STATE/COUNTY- MS/MARSHALL EG1004 USGS QUAD - HOLLY SPRINGS (1975) EG1004 EG1004 *CURRENT SURVEY CONTROL EG1004 ___________________________________________________________________ EG1004* NAD 83(1986)- 34 46 04. (N) 089 26 00. (W) SCALED EG1004* NAVD 88 - 183.789 (meters) 602.98 (feet) ADJUSTED EG1004 ___________________________________________________________________ EG1004 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1004 DYNAMIC HT - 183.610 (meters) 602.39 (feet) COMP EG1004 MODELED GRAV- 979,654.8 (mgal) NAVD 88 EG1004 EG1004 VERT ORDER - SECOND CLASS 0 EG1004 EG1004.The horizontal coordinates were scaled from a topographic map and have EG1004.an estimated accuracy of +/- 6 seconds. EG1004 EG1004.The orthometric height was determined by differential leveling EG1004.and adjusted by the National Geodetic Survey in June 1991. EG1004.WARNING-Repeat measurements at this control monument indicate possible EG1004.vertical movement. EG1004 EG1004.The geoid height was determined by GEOID03. EG1004 EG1004.The dynamic height is computed by dividing the NAVD 88 EG1004.geopotential number by the normal gravity value computed on the EG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1004.degrees latitude (g = 980.6199 gals.). EG1004 EG1004.The modeled gravity was interpolated from observed gravity values. EG1004 EG1004; North East Units Estimated Accuracy EG1004;SPC MS E - 584,280. 245,080. MT (+/- 180 meters Scaled) EG1004 EG1004 SUPERSEDED SURVEY CONTROL EG1004 EG1004 NGVD 29 (??/??/92) 183.727 (m) 602.78 (f) ADJ UNCH 2 0 EG1004 EG1004.Superseded values are not recommended for survey control. EG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1004.See file dsdata.txt to determine how the superseded data were derived. EG1004 EG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773499(NAD 83) EG1004_MARKER: DB = BENCH MARK DISK EG1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE EG1004_SP_SET: BUILDING EG1004_STAMPING: A 32 (1934) EG1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1004+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EG1004 EG1004 HISTORY - Date Condition Report By EG1004 HISTORY - 1934 MONUMENTED CGS EG1004 HISTORY - 1966 GOOD MSHD EG1004 HISTORY - 20030915 GOOD USACE EG1004 HISTORY - 20050707 GOOD GEOCAC EG1004 EG1004 STATION DESCRIPTION EG1004 EG1004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1004'IN HOLLY SPRINGS. EG1004'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG1004'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT EG1004'AND CONTINUE EAST ON HIGHWAY 78 FOR 0.65 MILE TO A FORK, TAKE THE LEFT EG1004'FORK AND CONTINUE EAST ON EAST VANDORN AVENUE FOR 0.25 MILE TO THE OLD EG1004'DEPOT AND THE MARK ON THE LEFT IN THE EAST BRICK WALL. IT IS 64 FEET EG1004'NORTH OF THE CENTER OF EAST VANDORN AVENUE, 7 FEET SOUTH OF THE SOUTH EG1004'WALL OF THE OLD OFFICE, 4.5 FEET ABOVE THE BRICK PLATFORM, AND 2 FEET EG1004'NORTH OF THE DOOR TO THE OLD WAITING ROOM. EG1004 EG1004 STATION RECOVERY (2003) EG1004 EG1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1004'RECOVERED IN GOOD CONDITION. EG1004 EG1004 STATION RECOVERY (2005) EG1004 EG1004'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1004'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1006 *********************************************************************** EG1006 DESIGNATION - B 32 EG1006 PID - EG1006 EG1006 STATE/COUNTY- MS/MARSHALL EG1006 USGS QUAD - HOLLY SPRINGS (1975) EG1006 EG1006 *CURRENT SURVEY CONTROL EG1006 ___________________________________________________________________ EG1006* NAD 83(1986)- 34 46 03. (N) 089 26 52. (W) SCALED EG1006* NAVD 88 - 185.749 (meters) 609.41 (feet) ADJUSTED EG1006 ___________________________________________________________________ EG1006 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1006 DYNAMIC HT - 185.568 (meters) 608.82 (feet) COMP EG1006 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1006 EG1006 VERT ORDER - SECOND CLASS 0 EG1006 EG1006.The horizontal coordinates were scaled from a topographic map and have EG1006.an estimated accuracy of +/- 6 seconds. EG1006 EG1006.The orthometric height was determined by differential leveling EG1006.and adjusted by the National Geodetic Survey in June 1991. EG1006 EG1006.The geoid height was determined by GEOID03. EG1006 EG1006.The dynamic height is computed by dividing the NAVD 88 EG1006.geopotential number by the normal gravity value computed on the EG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1006.degrees latitude (g = 980.6199 gals.). EG1006 EG1006.The modeled gravity was interpolated from observed gravity values. EG1006 EG1006; North East Units Estimated Accuracy EG1006;SPC MS E - 584,250. 243,750. MT (+/- 180 meters Scaled) EG1006 EG1006 SUPERSEDED SURVEY CONTROL EG1006 EG1006 NGVD 29 (??/??/92) 185.685 (m) 609.20 (f) ADJ UNCH 2 0 EG1006 EG1006.Superseded values are not recommended for survey control. EG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1006.See file dsdata.txt to determine how the superseded data were derived. EG1006 EG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759499(NAD 83) EG1006_MARKER: DB = BENCH MARK DISK EG1006_SETTING: 30 = SET IN A LIGHT STRUCTURE EG1006_SP_SET: STEP EG1006_STAMPING: B 32 (1934) EG1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1006+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EG1006 EG1006 HISTORY - Date Condition Report By EG1006 HISTORY - 1934 MONUMENTED CGS EG1006 HISTORY - 1966 GOOD MSHD EG1006 HISTORY - 20030915 MARK NOT FOUND USACE EG1006 HISTORY - 20050707 GOOD GEOCAC EG1006 EG1006 STATION DESCRIPTION EG1006 EG1006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1006'IN HOLLY SPRINGS. EG1006'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG1006'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78 EAST, TURN EG1006'LEFT AND CONTINUE EAST FOR 0.05 MILE TO COURTHOUSE AND THE MARK ON THE EG1006'LEFT IN THE BOTTOM STEP OF THE SOUTH ENTRANCE TO THE COURTHOUSE. IT IS EG1006'15.5 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE COURTHOUSE AND 0.4 EG1006'FEET SOUTH OF THE SOUTH WALL. EG1006 EG1006 STATION RECOVERY (2003) EG1006 EG1006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1006'STEPS HAVE BEEN REPAIRED. MARK ASSUMED DESTROYED IN PROCESS. EG1006 EG1006 STATION RECOVERY (2005) EG1006 EG1006'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1006'WEST SIDE OF SOUTH STEPS HAS BEEN COVERED BY A HANDICAP ACCESS RAMP. EG1006'THE STATION CAN BE ACCESSED BY LIFTING A PVC PIPE COVER NEAR THE TOP EG1006'OF THE RAMP, JUST UNDER THE HAND RAIL. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1010 *********************************************************************** EG1010 DESIGNATION - C 32 EG1010 PID - EG1010 EG1010 STATE/COUNTY- MS/MARSHALL EG1010 USGS QUAD - HOLLY SPRINGS (1975) EG1010 EG1010 *CURRENT SURVEY CONTROL EG1010 ___________________________________________________________________ EG1010* NAD 83(1986)- 34 46 06. (N) 089 26 53. (W) SCALED EG1010* NAVD 88 - 185.116 (meters) 607.33 (feet) ADJUSTED EG1010 ___________________________________________________________________ EG1010 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1010 DYNAMIC HT - 184.935 (meters) 606.74 (feet) COMP EG1010 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1010 EG1010 VERT ORDER - SECOND CLASS 0 EG1010 EG1010.The horizontal coordinates were scaled from a topographic map and have EG1010.an estimated accuracy of +/- 6 seconds. EG1010 EG1010.The orthometric height was determined by differential leveling EG1010.and adjusted by the National Geodetic Survey in June 1991. EG1010.WARNING-Repeat measurements at this control monument indicate possible EG1010.vertical movement. EG1010 EG1010.The geoid height was determined by GEOID03. EG1010 EG1010.The dynamic height is computed by dividing the NAVD 88 EG1010.geopotential number by the normal gravity value computed on the EG1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1010.degrees latitude (g = 980.6199 gals.). EG1010 EG1010.The modeled gravity was interpolated from observed gravity values. EG1010 EG1010; North East Units Estimated Accuracy EG1010;SPC MS E - 584,350. 243,730. MT (+/- 180 meters Scaled) EG1010 EG1010 SUPERSEDED SURVEY CONTROL EG1010 EG1010 NGVD 29 (??/??/92) 185.049 (m) 607.11 (f) ADJ UNCH 2 0 EG1010 EG1010.Superseded values are not recommended for survey control. EG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1010.See file dsdata.txt to determine how the superseded data were derived. EG1010 EG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759500(NAD 83) EG1010_MARKER: DB = BENCH MARK DISK EG1010_SETTING: 30 = SET IN A LIGHT STRUCTURE EG1010_SP_SET: STEP EG1010_STAMPING: C 32 (1934) EG1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1010+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EG1010 EG1010 HISTORY - Date Condition Report By EG1010 HISTORY - 1934 MONUMENTED CGS EG1010 HISTORY - 1966 GOOD MSHD EG1010 HISTORY - 20030915 GOOD USACE EG1010 HISTORY - 20050707 GOOD GEOCAC EG1010 EG1010 STATION DESCRIPTION EG1010 EG1010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1010'IN HOLLY SPRINGS. EG1010'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN HOLLY SPRINGS GO EG1010'NORTH ON HIGHWAY 7 FOR 0.05 MILE TO THE POST OFFICE AND THE MARK ON EG1010'THE LEFT IN THE NORTH END OF THE BUILT UP PART OF THE TOP STEP OF THE EG1010'ENTRANCE TO THE POST OFFICE. IT IS 17.5 FEET WEST OF THE CENTER OF EG1010'THE SIDEWALK, 10 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE POST EG1010'OFFICE, AND 2.1 FEET EAST OF THE EAST WALL. EG1010 EG1010 STATION RECOVERY (2003) EG1010 EG1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1010'RECOVERED IN GOOD CONDITION. EG1010 EG1010 STATION RECOVERY (2005) EG1010 EG1010'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1010'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1007 *********************************************************************** EG1007 DESIGNATION - M S COLLEGE EG1007 PID - EG1007 EG1007 STATE/COUNTY- MS/MARSHALL EG1007 USGS QUAD - HOLLY SPRINGS (1975) EG1007 EG1007 *CURRENT SURVEY CONTROL EG1007 ___________________________________________________________________ EG1007* NAD 83(1993)- 34 46 07.31028(N) 089 26 37.90719(W) ADJUSTED EG1007* NAVD 88 - 185.084 (meters) 607.23 (feet) ADJUSTED EG1007 ___________________________________________________________________ EG1007 LAPLACE CORR- -0.09 (seconds) DEFLEC99 EG1007 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1007 DYNAMIC HT - 184.904 (meters) 606.64 (feet) COMP EG1007 MODELED GRAV- 979,654.6 (mgal) NAVD 88 EG1007 EG1007 HORZ ORDER - SECOND EG1007 VERT ORDER - SECOND CLASS 0 EG1007 EG1007.The horizontal coordinates were established by classical geodetic methods EG1007.and adjusted by the National Geodetic Survey in May 1994. EG1007 EG1007.The orthometric height was determined by differential leveling EG1007.and adjusted by the National Geodetic Survey in June 1991. EG1007 EG1007.The Laplace correction was computed from DEFLEC99 derived deflections. EG1007 EG1007.The geoid height was determined by GEOID03. EG1007 EG1007.The dynamic height is computed by dividing the NAVD 88 EG1007.geopotential number by the normal gravity value computed on the EG1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1007.degrees latitude (g = 980.6199 gals.). EG1007 EG1007.The modeled gravity was interpolated from observed gravity values. EG1007 EG1007; North East Units Scale Factor Converg. EG1007;SPC MS E - 584,383.857 244,111.895 MT 0.99998848 -0 20 53.4 EG1007;UTM 16 - 3,850,114.022 276,343.825 MT 1.00021657 -1 23 39.2 EG1007 EG1007! - Elev Factor x Scale Factor = Combined Factor EG1007!SPC MS E - 0.99997526 x 0.99998848 = 0.99996374 EG1007!UTM 16 - 0.99997526 x 1.00021657 = 1.00019182 EG1007 EG1007: Primary Azimuth Mark Grid Az EG1007:SPC MS E - WEEKS 185 39 09.4 EG1007:UTM 16 - WEEKS 186 41 55.2 EG1007 EG1007|---------------------------------------------------------------------| EG1007| PID Reference Object Distance Geod. Az | EG1007| dddmmss.s | EG1007| EG1707 HOLLY SPGS CLIPPER ABRASIVE TK APPROX. 1.0 KM 0592014.9 | EG1007| EG1705 HOLLY SPGS FED COMPRESS TANK APPROX. 0.9 KM 0834727.9 | EG1007| CG4469 M S COLLEGE RM 1 22.363 METERS 08430 | EG1007| CG4471 M S COLLEGE RM 3 19.235 METERS 09653 | EG1007| EG1708 HOLLY SPGS FRYLING ELEC TANK APPROX. 1.1 KM 1200334.3 | EG1007| CG4468 M S COLLEGE AZ MK 1725500.8 | EG1007| EG1693 WEEKS APPROX. 8.8 KM 1851816.0 | EG1007| CG4470 M S COLLEGE RM 2 41.227 METERS 21104 | EG1007| EG1703 HOLLY SPGS CO CTHSE CUPOLA 379.888 METERS 25751 | EG1007| EG1706 HOLLY SPGS MUNICIPAL TANK 247.493 METERS 28016 | EG1007|---------------------------------------------------------------------| EG1007 EG1007 SUPERSEDED SURVEY CONTROL EG1007 EG1007 NAD 83(1986)- 34 46 07.32138(N) 089 26 37.90649(W) AD( ) 2 EG1007 NAD 27 - 34 46 06.97400(N) 089 26 37.62500(W) AD( ) 2 EG1007 NGVD 29 (??/??/92) 185.020 (m) 607.02 (f) ADJ UNCH 2 0 EG1007 EG1007.Superseded values are not recommended for survey control. EG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1007.See file dsdata.txt to determine how the superseded data were derived. EG1007 EG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7634450114(NAD 83) EG1007_MARKER: DS = TRIANGULATION STATION DISK EG1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1007_STAMPING: MISSISSIPPI SYNODICAL COLLEGE 1934 EG1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1007+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EG1007 EG1007 HISTORY - Date Condition Report By EG1007 HISTORY - 1934 MONUMENTED CGS EG1007 HISTORY - 1955 GOOD CGS EG1007 HISTORY - 1966 GOOD MSHD EG1007 HISTORY - 1966 GOOD MSHD EG1007 HISTORY - 1973 GOOD NGS EG1007 HISTORY - 20050707 GOOD GEOCAC EG1007 EG1007 STATION DESCRIPTION EG1007 EG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH) EG1007'IN HOLLY SPRINGS, ON THE GROUNDS OF THE MISSISSIPPI SYNODICAL EG1007'COLLEGE, AT THE EG1007'NORTHEAST CORNER OF MAURY AND COLLEGE STREETS, 100 EG1007'FEET NORTH OF THE CENTER LINE OF EG1007'COLLEGE STREET, 47 FEET WEST OF THE EG1007'CENTER LINE OF MAURY STREET, AND 27 FEET NORTHEAST EG1007'OF THE SOUTHEAST EG1007'CORNER OF THE MAIN BUILDING. THE MARK IS 2 INCHES BELOW THE GROUND. EG1007' EG1007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE EG1007'DISKS. EG1007' EG1007'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION SET IN THE EG1007'SIDEWALK ON THE EG1007'EAST SIDE OF AND 21 FEET FROM THE CENTER LINE OF EG1007'MAURY STREET. EG1007' EG1007'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION SET IN THE STREET EG1007'CURB, ON THE SOUTH EG1007'SIDE OF COLLEGE STREET, 12 FEET FROM THE CENTER EG1007'LINE, 36 YARDS WEST OF THE EG1007'INTERSECTION OF MAURY AND COLLEGE STREETS. EG1007' EG1007'AZIMUTH MARK IS SOUTH OF THE STATION, SET IN THE STREET CURB AT THE EG1007'SOUTHEAST CORNER EG1007'OF MAURY STREET AND VAN DORN AVENUE, 25 FEET EG1007'SOUTHEAST OF THE INTERSECTION. EG1007' EG1007'A 90-FOOT TOWER IS REQUIRED. EG1007' EG1007'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS. EG1007 EG1007 STATION RECOVERY (1955) EG1007 EG1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET) EG1007'STATION MARK, REFERENCE MARK NO 1, REFERENCE MARK NO 2 AND THE EG1007'AZIMUTH MARK WERE EG1007'RECOVERED AND FOUND IN GOOD CONDITION. EG1007' EG1007'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. EG1007' EG1007'STATION IS LOCATED IN HOLLY SPRINGS, ON THE GROUNDS OF THE NORTH EG1007'MISSISSIPPI HOSPITAL AND EG1007'AT THE NORTHWEST CORNER OF MAURY AND COLLEGE STREETS. EG1007' EG1007'STATION MARK, A STANDARD DISK, STAMPED M S COLLEGE 1934, IS SET IN EG1007'THE TOP OF A CONCRETE EG1007'MONUMENT WHICH IS 2 INCHES BELOW THE GROUND. IT IS 100 FEET EG1007'NORTH OF THE CENTER LINE OF EG1007'COLLEGE STREET, 47 FEET WEST OF THE EG1007'CENTER LINE OF MAURY STREET AND 27 FEET EG1007'SOUTHEAST OF THE MAIN EG1007'ENTRANCE OF THE HOSPITAL. EG1007' EG1007'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED M S COLLEGE NO 1 1934, EG1007'IS CEMENTED IN A EG1007'DRILL HOLE AT THE WEST EDGE OF SIDEWALK. IT IS 21 FEET EG1007'EAST OF THE CENTER LINE OF MAURY EG1007'STREET. EG1007' EG1007'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED M S COLLEGE NO 2 1934, EG1007'IS CEMENTED IN A EG1007'DRILL HOLE IN THE STREET CURB. IT IS 109 FEET WEST OF EG1007'THE INTERSECTION OF MAURY AND EG1007'COLLEGE STREETS AND 12 FEET SOUTH OF EG1007'THE CENTER LINE OF COLLEGE STREET. EG1007' EG1007'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED M S COLLEGE AZI EG1007'1934, IS CEMENTED IN A EG1007'DRILL HOLE IN THE STREET CURB. IT IS AT THE SOUTHEAST EG1007'CORNER OF MAURY STREET AND VAN EG1007'DORN AVENUE AND 25 FEET SOUTHEAST OF EG1007'THE INTERSECTION. EG1007 EG1007 STATION RECOVERY (1966) EG1007 EG1007'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1007'THE STATION WAS VISITED 5-12-66 AND THE STATION RM 1 AND RM 2 WERE EG1007'FOUND IN GOOD EG1007'CONDITION. THE AZIMUTH WAS NOT FOUND. EG1007' EG1007'TO REACH THE STATION FROM THE U S POST OFFICE IN HOLLY SPRINGS GO EG1007'EAST ON COLLEGE AVENUE EG1007'FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND EG1007'THE NORTH MISSISSIPPI HOSPITAL EG1007'AND THE STATION ON THE LEFT AS EG1007'DESCRIBED. THE STATION DISK IS STAMPED EG1007'MISSISSIPPI SYNODICAL COLLEGE EG1007'(1934). EG1007' EG1007'IT IS 100 FEET NORTH OF THE CENTER OF COLLEGE AVENUE, 47 FEET WEST OF EG1007'THE CENTER OF MAURY EG1007'STREET, 27 FEET SOUTHEAST OF THE ENTRACE TO THE EG1007'HOSPITAL, 26 FEET NORTHWEST OF A EG1007'GREEN METAL STREET LAMP POST, AND EG1007'17.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH EG1007'SIDEWALK. EG1007' EG1007'RM 1 IS 21 FEET EAST OF THE CENTER OF MAURY STREET, 10 FEET EAST OF EG1007'THE EDGE OF THE CURB, 3.9 EG1007'FEET WEST OF AN IRON FENCE, AND STAMPED MISSISSIPPI EG1007'SYNODICAL COLLEGE (1934) NO 1. EG1007' EG1007'RM 2 IS 109 FEET WEST OF THE INTERSECTION OF COLLEGE AVENUE AND MAURY EG1007'STREET, 39 FEET NORTH OF A EG1007'GAS LIGHT, 12 FEET SOUTH OF THE CENTER OF COLLEGE EG1007'AVENUE, AND STAMPED MISSISSIPPI EG1007'SYNODICAL COLLEGE (1934) NO 2. EG1007 EG1007 STATION RECOVERY (1966) EG1007 EG1007'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1007'IN HOLLY SPRINGS. EG1007'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EAST ON COLLEGE EG1007'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND THE NORTH EG1007'MISSISSIPPI HOSPITAL GROUNDS AND THE MARK AS DESCRIBED. IT IS 100 EG1007'FEET NORTH OF THE CENTER OF COLLEGE AVENUE, 47 FEET WEST OF THE CENTER EG1007'OF MAURY STREET, 27 FEET SOUTHEAST OF THE ENTRANCE TO THE HOSPITAL, 26 EG1007'FEET NORTHWEST OF A METAL LAMP POST, 17.5 FEET WEST OF THE CENTER OF A EG1007'NORTH-SOUTH SIDEWALK. EG1007 EG1007 STATION RECOVERY (1973) EG1007 EG1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PSC) EG1007'THE STATION WAS VISITED 11-21-73 AND THE STATION MARK, REFERENCE MARK EG1007'NO. 1, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. REFERENCE EG1007'MARK NO. 2 HAS BEEN DISTURBED. TREE ROOTS HAVE GROWN UNDER THE EG1007'SIDEWALK CAUSING IT TO RISE AND TILTING THE MARK. A NEW EG1007'DESCRIPTION FOLLOWS-- EG1007' EG1007'THE STATION IS LOCATED .3 MILES EAST OF THE COURT SQUARE (COURTHOUSE) EG1007'AND APPRX .2 MILES SE OF A LARGE TELEPHONE TOWER, IN THE NE 1/4 OF EG1007'SECTION 6, T4, R2W, ON COUNTY PROPERTY. IT IS IN THE NW ANGLE OF EG1007'MAURY ST AND COLLEGE AVE, ON THE OLD MARSHALL COUNTY HOSPITAL EG1007'GROUNDS, NOW HOUSING THE STATE WELFARE AND STATE EMPLOYMENT OFFICES, EG1007'110 FT NORTH OF THE CENTERLINE OF COLLEGE AVE, 48.8 FT WEST OF EG1007'THE CENTERLINE OF MAURY ST, 26.3 FT NW OF A METAL STEEL EG1007'LAMP POST, 45.4 FT FROM THE RIGHT CORNER, AND 54.3 FT FROM THE EG1007'LEFT CORNER OF THE SE ENTRANCE OF THE OLD HOSPITAL BUILDING. IT EG1007'IS A TRIAGULATION DISK STAMPED MS COLLEGE 1934 AND SET IN A 12 INCH EG1007'SQUARE CONCRETE POST 2 INCHES BELOW GROUND LEVEL. EG1007' EG1007'REFERENCE MARK NO. 1 IS 73.37 FT EAST OF THE STATION, 22.0 FT EAST EG1007'OF THE CENTERLINE OF MAURY ST, 10.2 FT EAST OF THE CURB, 4.0 FT WEST EG1007'OF AN IRON FENCE, 7 FT SE OF A 40 INCH OAK, 65.7 FT NE OF THE EG1007'STREET LAMP REFERENCED ABOVE. IT IS A REFERENCE MARK DISK STAMPED EG1007'MS COLLEGE NO 1 1934 AND SET IN A DRILLED HOLE FLUSH WITH THE EG1007'SIDEWALK. EG1007' EG1007'REFERENCE MARK NO. 2 IS 135.25 FT SW OF THE STATION 12.0 FT SOUTH OF EG1007'THE CENTERLINE OF COLLEGE AVE, 100 FT WEST OF THE WEST EDGE OF EG1007'MAURY ST ALONG THE CURB, 39.0 FT NORTH OF A GAS LAMP, AND 20.0 FT EG1007'NORTH OF THE CENTER OF THE SIDEWALK ON THE SOUTH SIDE OF COLLEGE EG1007'AVE. IT IS A REFERENCE MARK DISK STAMPED MS COLLEGE NO 2 1934 EG1007'AND SET IN A DRILLED HOLE FLUSH WITH THE CURB. EG1007' EG1007'THE DISTANCE BETWEEN RM 1 AND RM 2 IS 188.43 FT. EG1007' EG1007'THE AZIMUTH MARK IS .1 MILE SOUTH OF THE STATION, AT THE SE CORNER EG1007'OF MAURY ST AND VAN DORN AVE (US 78), 35 FT SE OF THE INTERSECTION EG1007'OF MAURY AND VAN DORN, 25 FT SOUTH OF THE CENTERLINE OF VAN DORN, EG1007'42.6 FT WEST OF A 40 INCH ELM, AND 56.7 FT NW OF A 24 INCH CEDAR. EG1007'IT IS AN AZIMUTH DISK STAMPED MS COLLEGE AZI 1934 AND SET IN A EG1007'DRILLED HOLE FLUSH WITH THE CURB. EG1007' EG1007'TO REACH THE STATION FROM THE US POST OFFICE AT HOLLY SPRINGS TRAVEL EG1007'EAST ON COLLEGE AVE .3 MILES (4 CITY BLOCKS) TO THE JUNCTION AT EG1007'MAURY ST. THE STATION IS IN THE NW ANGLE. EG1007' EG1007'TO REACH THE AZIMUTH MARK FROM THIS POINT TRAVEL SOUTH ON MAURY EG1007'ST TO THE JUNCTION OF VAN AND THE MARK. EG1007' EG1007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HOLLY SPRINGS. EG1007 EG1007 STATION RECOVERY (2005) EG1007 EG1007'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1007'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1008 *********************************************************************** EG1008 DESIGNATION - MISS SYNODICAL COL RM 2 EG1008 PID - EG1008 EG1008 STATE/COUNTY- MS/MARSHALL EG1008 USGS QUAD - HOLLY SPRINGS (1975) EG1008 EG1008 *CURRENT SURVEY CONTROL EG1008 ___________________________________________________________________ EG1008* NAD 83(1986)- 34 46 07. (N) 089 26 37. (W) SCALED EG1008* NAVD 88 - 185.112 (meters) 607.32 (feet) ADJUSTED EG1008 ___________________________________________________________________ EG1008 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1008 DYNAMIC HT - 184.931 (meters) 606.73 (feet) COMP EG1008 MODELED GRAV- 979,654.6 (mgal) NAVD 88 EG1008 EG1008 VERT ORDER - SECOND CLASS 0 EG1008 EG1008.The horizontal coordinates were scaled from a topographic map and have EG1008.an estimated accuracy of +/- 6 seconds. EG1008 EG1008.The orthometric height was determined by differential leveling EG1008.and adjusted by the National Geodetic Survey in June 1991. EG1008 EG1008.The geoid height was determined by GEOID03. EG1008 EG1008.The dynamic height is computed by dividing the NAVD 88 EG1008.geopotential number by the normal gravity value computed on the EG1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1008.degrees latitude (g = 980.6199 gals.). EG1008 EG1008.The modeled gravity was interpolated from observed gravity values. EG1008 EG1008; North East Units Estimated Accuracy EG1008;SPC MS E - 584,370. 244,140. MT (+/- 180 meters Scaled) EG1008 EG1008 SUPERSEDED SURVEY CONTROL EG1008 EG1008 NGVD 29 (??/??/92) 185.05 (m) 607.1 (f) COMPUTED 2 0 EG1008 EG1008.Superseded values are not recommended for survey control. EG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1008.See file dsdata.txt to determine how the superseded data were derived. EG1008 EG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD763501(NAD 83) EG1008_MARKER: DR = REFERENCE MARK DISK EG1008_SETTING: 0 = UNSPECIFIED SETTING EG1008_STAMPING: MISSISSIPPI SYNODICAL COLLEGE NO. 2 1934 EG1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1008+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EG1008 EG1008 HISTORY - Date Condition Report By EG1008 HISTORY - 1934 MONUMENTED CGS EG1008 HISTORY - 1966 GOOD MSHD EG1008 HISTORY - 20030915 GOOD USACE EG1008 HISTORY - 20050707 GOOD GEOCAC EG1008 EG1008 STATION DESCRIPTION EG1008 EG1008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1008'IN HOLLY SPRINGS. EG1008'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EAST ON COLLEGE EG1008'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND THE NORTH EG1008'MISSISSIPPI HOSPITAL GROUND AND THE MARK AS DESCRIBED. IT IS 109 FEET EG1008'WEST OF INTERSECTION OF COLLEGE AVENUE AND MAURY STREET, 39 FEET NORTH EG1008'OF A GAS LIGHT, AND 12 FEET SOUTH OF THE CENTER OF COLLEGE AVENUE. EG1008 EG1008 STATION RECOVERY (2003) EG1008 EG1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1008'RECOVERED IN GOOD CONDITION. EG1008 EG1008 STATION RECOVERY (2005) EG1008 EG1008'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1008'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EG1009 *********************************************************************** EG1009 DESIGNATION - MISS SYNODICAL COL RM 1 EG1009 PID - EG1009 EG1009 STATE/COUNTY- MS/MARSHALL EG1009 USGS QUAD - HOLLY SPRINGS (1975) EG1009 EG1009 *CURRENT SURVEY CONTROL EG1009 ___________________________________________________________________ EG1009* NAD 83(1986)- 34 46 06. (N) 089 26 37. (W) SCALED EG1009* NAVD 88 - 184.996 (meters) 606.94 (feet) ADJUSTED EG1009 ___________________________________________________________________ EG1009 GEOID HEIGHT- -27.45 (meters) GEOID03 EG1009 DYNAMIC HT - 184.815 (meters) 606.35 (feet) COMP EG1009 MODELED GRAV- 979,654.6 (mgal) NAVD 88 EG1009 EG1009 VERT ORDER - SECOND CLASS 0 EG1009 EG1009.The horizontal coordinates were scaled from a topographic map and have EG1009.an estimated accuracy of +/- 6 seconds. EG1009 EG1009.The orthometric height was determined by differential leveling EG1009.and adjusted by the National Geodetic Survey in June 1991. EG1009 EG1009.The geoid height was determined by GEOID03. EG1009 EG1009.The dynamic height is computed by dividing the NAVD 88 EG1009.geopotential number by the normal gravity value computed on the EG1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1009.degrees latitude (g = 980.6199 gals.). EG1009 EG1009.The modeled gravity was interpolated from observed gravity values. EG1009 EG1009; North East Units Estimated Accuracy EG1009;SPC MS E - 584,340. 244,140. MT (+/- 180 meters Scaled) EG1009 EG1009 SUPERSEDED SURVEY CONTROL EG1009 EG1009 NGVD 29 (??/??/92) 184.93 (m) 606.7 (f) COMPUTED 2 0 EG1009 EG1009.Superseded values are not recommended for survey control. EG1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1009.See file dsdata.txt to determine how the superseded data were derived. EG1009 EG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD763500(NAD 83) EG1009_MARKER: DR = REFERENCE MARK DISK EG1009_SETTING: 0 = UNSPECIFIED SETTING EG1009_STAMPING: MISSISSIPPI SYNODICAL COLLEGE NO. 1 1934 EG1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1009 EG1009 HISTORY - Date Condition Report By EG1009 HISTORY - 1934 MONUMENTED CGS EG1009 HISTORY - 1966 GOOD MSHD EG1009 HISTORY - 20030915 POOR USACE EG1009 HISTORY - 20050707 POOR GEOCAC EG1009 EG1009 STATION DESCRIPTION EG1009 EG1009'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1009'IN HOLLY SPRINGS. EG1009'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EAST ON COLLEGE EG1009'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND THE NORTH EG1009'MISSISSIPPI HOSPITAL GROUNDS AND THE MARK AS DESCRIBED. IT IS 21 FEET EG1009'EAST OF THE CENTER OF MAURY STREET, 10 FEET EAST OF THE EDGE OF THE EG1009'CURB, AND 3.9 FEET WEST OF AN IRON FENCE. EG1009 EG1009 STATION RECOVERY (2003) EG1009 EG1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1009'DISK MISSING, STEM INTACT. EG1009 EG1009 STATION RECOVERY (2005) EG1009 EG1009'RECOVERY NOTE BY GEOCACHING 2005 (JIJ) EG1009'THE CAP HAS BEEN REMOVED, THE STEM REMAINS. THE SIDEWALK HAS BEEN EG1009'LIFTED BY THE ROOTS OF THE NEARBY OAK.