1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1195 *********************************************************************** EG1195 DESIGNATION - BYHALIA RM 3 EG1195 PID - EG1195 EG1195 STATE/COUNTY- MS/MARSHALL EG1195 USGS QUAD - BYHALIA (1971) EG1195 EG1195 *CURRENT SURVEY CONTROL EG1195 ___________________________________________________________________ EG1195* NAD 83(1986)- 34 52 23. (N) 089 41 49. (W) SCALED EG1195* NAVD 88 - 122.01 (meters) 400.3 (feet) RESET EG1195 ___________________________________________________________________ EG1195 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1195 EG1195 VERT ORDER - THIRD EG1195 EG1195.The horizontal coordinates were scaled from a topographic map and have EG1195.an estimated accuracy of +/- 6 seconds. EG1195 EG1195.The orthometric height was computed from unverified reset data. EG1195 EG1195.The geoid height was determined by GEOID99. EG1195 EG1195; North East Units Estimated Accuracy EG1195;SPC MS E - 596,130. 221,040. MT (+/- 180 meters Scaled) EG1195 EG1195 SUPERSEDED SURVEY CONTROL EG1195 EG1195 NGVD 29 - 121.97 (m) 400.2 (f) RESET 3 EG1195 EG1195.Superseded values are not recommended for survey control. EG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1195.See file dsdata.txt to determine how the superseded data were derived. EG1195 EG1195_MARKER: DR = REFERENCE MARK DISK EG1195_SETTING: 36 = FOUNDATION EG1195_STAMPING: BYHALIA NO 3 1955 1971 EG1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1195 EG1195 HISTORY - Date Condition Report By EG1195 HISTORY - 1971 MONUMENTED NGS EG1195 HISTORY - 19811001 GOOD MSSU EG1195 EG1195 STATION DESCRIPTION EG1195 EG1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EG1195'IN BYHALIA. EG1195'LOCATED ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD EG1195'AND STOP LIGHT IN BYHALIA, AT THE TOP OF THE HILL, SET IN A DRILL HOLE EG1195'IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF EG1195'THE NEW MUNICIPAL WATER TANK. EG1195 EG1195 STATION RECOVERY (1981) EG1195 EG1195'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) EG1195'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0937 *********************************************************************** EG0937 DESIGNATION - S 31 RESET EG0937 PID - EG0937 EG0937 STATE/COUNTY- MS/MARSHALL EG0937 USGS QUAD - MALONE (1982) EG0937 EG0937 *CURRENT SURVEY CONTROL EG0937 ___________________________________________________________________ EG0937* NAD 83(1986)- 34 33 32. (N) 089 29 00. (W) SCALED EG0937* NAVD 88 - 85.88 (meters) 281.8 (feet) RESET EG0937 ___________________________________________________________________ EG0937 GEOID HEIGHT- -26.96 (meters) GEOID99 EG0937 EG0937 VERT ORDER - THIRD EG0937 EG0937.The horizontal coordinates were scaled from a topographic map and have EG0937.an estimated accuracy of +/- 6 seconds. EG0937 EG0937.The orthometric height was computed from unverified reset data. EG0937.No vertical observational check was made to the station. EG0937 EG0937.The geoid height was determined by GEOID99. EG0937 EG0937; North East Units Estimated Accuracy EG0937;SPC MS E - 561,130. 240,350. MT (+/- 180 meters Scaled) EG0937 EG0937 SUPERSEDED SURVEY CONTROL EG0937 EG0937 NGVD 29 - 85.85 (m) 281.7 (f) RESET 3 EG0937 EG0937.Superseded values are not recommended for survey control. EG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0937.See file dsdata.txt to determine how the superseded data were derived. EG0937 EG0937_MARKER: DB = BENCH MARK DISK EG0937_SETTING: 30 = CULVERT EG0937_STAMPING: S 31 RESET (1940) EG0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0937 EG0937 HISTORY - Date Condition Report By EG0937 HISTORY - 1940 MONUMENTED CGS EG0937 HISTORY - 1966 GOOD MSHD EG0937 HISTORY - 1983 GOOD NGS EG0937 EG0937 STATION DESCRIPTION EG0937 EG0937'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0937'4.7 MI NE FROM ABBEVILLE. EG0937'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG0937'MISSISSIPPI HIGHWAY 7 FOR 0.1 MILE TO AN INTERSECTION, TURN RIGHT EG0937'(WEST) AND CONTINUE ON HIGHWAY 7 FOR 0.1 MILE TO A T INTERSECTION, EG0937'TURN LEFT (SOUTH) AND CONTINUE ON HIGHWAY 7 FOR 9.05 MILES TO A SIDE EG0937'ROAD LEFT LEADING TO THE VILLAGE OF WATERFORD, CONTINUE SOUTH ON EG0937'HIGHWAY 7 FOR 6.75 MILES TO A 3 X 4 BOX CULVERT AND THE MARK ON THE EG0937'RIGHT IN THE NORTHWEST HEADWALL OF THE CULVERT. IT IS 70 FEET WEST OF EG0937'THE CENTER OF THE ILLINOIS CENTRAL RAILROAD TRACK AND 19.6 FEET WEST EG0937'OF THE CENTER OF HIGHWAY 7. EG0937 EG0937 STATION RECOVERY (1983) EG0937 EG0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 EG0937'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2056 *********************************************************************** EG2056 DESIGNATION - S 31 RESET EG2056 PID - EG2056 EG2056 STATE/COUNTY- MS/MARSHALL EG2056 USGS QUAD - MALONE (1982) EG2056 EG2056 *CURRENT SURVEY CONTROL EG2056 ___________________________________________________________________ EG2056* NAD 83(1986)- 34 33 32. (N) 089 29 00. (W) SCALED EG2056* NAVD 88 - 85.97 (meters) 282.1 (feet) RESET EG2056 ___________________________________________________________________ EG2056 GEOID HEIGHT- -26.96 (meters) GEOID99 EG2056 EG2056 VERT ORDER - THIRD EG2056 EG2056.The horizontal coordinates were scaled from a topographic map and have EG2056.an estimated accuracy of +/- 6 seconds. EG2056 EG2056.The orthometric height was computed from unverified reset data. EG2056.No vertical observational check was made to the station. EG2056 EG2056.The geoid height was determined by GEOID99. EG2056 EG2056; North East Units Estimated Accuracy EG2056;SPC MS E - 561,130. 240,350. MT (+/- 180 meters Scaled) EG2056 EG2056 SUPERSEDED SURVEY CONTROL EG2056 EG2056 NGVD 29 - 85.95 (m) 282.0 (f) RESET 3 EG2056 EG2056.Superseded values are not recommended for survey control. EG2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2056.See file dsdata.txt to determine how the superseded data were derived. EG2056 EG2056_MARKER: DB = BENCH MARK DISK EG2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2056_STAMPING: S 31 RESET 1983 EG2056_MARK LOGO: NGS EG2056_MAGNETIC: N = NO MAGNETIC MATERIAL EG2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2056+STABILITY: SURFACE MOTION EG2056 EG2056 HISTORY - Date Condition Report By EG2056 HISTORY - 1983 MONUMENTED NGS EG2056 EG2056 STATION DESCRIPTION EG2056 EG2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EG2056'4.2 MILES NORTH ALONG STATE HIGHWAY 7 FROM ABBEVILLE TO MARSHALL - LA EG2056'FAYETTE COUNTY LINE, THENCE NORTH ALONG HIGHWAY 7 FOR 0.5 MILE TO EG2056'MARK ON THE LEFT, 158.0 FT (48.2 M) WEST OF THE WEST RAIL OF RAILROAD EG2056'TRACKS, 56.5 FT (17.2 M) NORTHWEST OF THE CENTER OF A LARGE CONCRETE EG2056'PIPE CULVERT UNDER HIGHWAY AND 3.0 FT (0.9 M) SOUTH OF A 16-INCH EG2056'SWEET GUM TREE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG1889 *********************************************************************** EG1889 DESIGNATION - VICTORIA 2 EG1889 PID - EG1889 EG1889 STATE/COUNTY- MS/MARSHALL EG1889 USGS QUAD - RED BANKS (1971) EG1889 EG1889 *CURRENT SURVEY CONTROL EG1889 ___________________________________________________________________ EG1889* NAD 83(1993)- 34 50 23.49427(N) 089 35 55.00470(W) ADJUSTED EG1889* NAVD 88 - 156.76 (meters) 514.3 (feet) RESET EG1889 ___________________________________________________________________ EG1889 X - 36,713.626 (meters) COMP EG1889 Y - -5,240,574.122 (meters) COMP EG1889 Z - 3,623,373.657 (meters) COMP EG1889 LAPLACE CORR- -0.39 (seconds) DEFLEC99 EG1889 ELLIP HEIGHT- 129.35 (meters) GPS OBS EG1889 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1889 EG1889 HORZ ORDER - THIRD EG1889 VERT ORDER - THIRD EG1889 ELLP ORDER - FOURTH CLASS I EG1889 EG1889.The horizontal coordinates were established by GPS observations EG1889.and adjusted by the National Geodetic Survey in May 1994. EG1889 EG1889.The orthometric height was computed from unverified reset data. EG1889.No vertical observational check was made to the station. EG1889.WARNING-GPS observations at this control monument resulted in a GPS EG1889.derived orthometric height which differed from the leveled height by EG1889.more than one decimeter (0.1 meter). EG1889 EG1889.The X, Y, and Z were computed from the position and the ellipsoidal ht. EG1889 EG1889.The Laplace correction was computed from DEFLEC99 derived deflections. EG1889 EG1889.The ellipsoidal height was determined by GPS observations EG1889.and is referenced to NAD 83. EG1889 EG1889.The geoid height was determined by GEOID99. EG1889 EG1889; North East Units Scale Converg. EG1889;SPC MS E - 592,375.228 230,006.011 MT 1.00001036 -0 26 14.0 EG1889;UTM 16 - 3,858,363.939 262,382.740 MT 1.00029595 -1 29 06.9 EG1889 EG1889 SUPERSEDED SURVEY CONTROL EG1889 EG1889 NAD 83(1993)- 34 50 23.50477(N) 089 35 55.00443(W) AD( ) 3 EG1889 NAD 83(1986)- 34 50 23.50497(N) 089 35 55.00490(W) AD( ) 3 EG1889 NAD 27 - 34 50 23.16071(N) 089 35 54.71058(W) AD( ) 3 EG1889 NGVD 29 - 156.71 (m) 514.1 (f) RESET 3 EG1889 EG1889.Superseded values are not recommended for survey control. EG1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1889.See file dsdata.txt to determine how the superseded data were derived. EG1889 EG1889_MARKER: DH = HORIZONTAL CONTROL DISK EG1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1889_STAMPING: VICTORIA 2 1984 EG1889_MARK LOGO: NGS EG1889_PROJECTION: FLUSH EG1889_MAGNETIC: N = NO MAGNETIC MATERIAL EG1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1889+STABILITY: SURFACE MOTION EG1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1889+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1988 EG1889 EG1889 HISTORY - Date Condition Report By EG1889 HISTORY - 1984 MONUMENTED NGS EG1889 HISTORY - 1984 GOOD NGS EG1889 HISTORY - 19840509 GOOD NGS EG1889 HISTORY - 19880201 GOOD EG1889 HISTORY - 19880201 GOOD NGS EG1889 EG1889 STATION DESCRIPTION EG1889 EG1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (AJL) EG1889'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) EG1889'NORTHWEST OF HOLLY SPRINGS, EG1889'1.6 KM (1.0 MI) SOUTHEAST OF VICTORIA, ON THE RIGHT-OF-WAY OF OLD EG1889'U.S. HIGHWAY 78, IN THE NORTHEAST CORNER OF A GRAVEL DRIVE LEADING EG1889'NORTH DOWNHILL TO A HOUSE. EG1889'OWNERSHIP--MISSISSIPPI STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY. EG1889' EG1889'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 78 AND STATE EG1889'HIGHWAYS 4 AND 7, ABOUT 3.2 KM (2.0 MI) SOUTH OF HOLLY SPRINGS, GO EG1889'NORTHWEST FOR 14.0 KM (8.7 MI) ON HIGHWAY 78 TO THE EXIT FOR RED EG1889'BANKS. BEAR RIGHT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ON THE OFF EG1889'RAMP TO A PAVED CROSSROAD. EG1889'TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD EG1889'TO THE JUNCTION OF OLD U.S. HIGHWAY 78. EG1889'TURN LEFT AND GO NORTHWEST FOR 2.7 KM (1.7 MI) ON OLD HIGHWAY 78 TO EG1889'A CROSSROAD. EG1889'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR EG1889'0.8 KM (0.5 MI) ON OLD HIGHWAY 78 TO THE STATION ON THE RIGHT JUST EG1889'BEFORE REACHING A GRAVEL DRIVE. EG1889' EG1889'THE STATION IS A STANDARD NGS DISK EG1889'STAMPED---VICTORIA 2 1984---, EG1889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EG1889'34 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND. LOCATED EG1889'41.6 METERS (136.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH EG1889'TRANSFORMER, EG1889'37.5 METERS (123.0 FT) EAST-SOUTHEAST FROM A CONCRETE RIGHT-OF-WAY EG1889'MARKER AT A FENCE CORNER, EG1889'27.4 METERS (90.0 FT) SOUTHEAST FROM THE CENTER OF THE GRAVEL EG1889'DRIVEWAY, EG1889'19.8 METERS (65.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE EG1889'HIGHWAY, EG1889'2.7 METERS (9.0 FT) SOUTHWEST FROM A TELEPHONE POLE, EG1889'1.8 METERS (6.0 FT) NORTHWEST FROM THE EDGE OF A 9 METER CUT BANK, EG1889'AND 0.3 METERS (1.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST. EG1889'THE UNDERGROUND MARK IS A STANDARD NGS DISK EG1889'STAMPED---VICTORIA 2 1984---, EG1889'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EG1889' EG1889'DESCRIBED BY D.D. REXRODE, TYPED BY C.L. SMITH. EG1889 EG1889 STATION RECOVERY (1984) EG1889 EG1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 EG1889'RECOVERED IN GOOD CONDITION. EG1889 EG1889 STATION RECOVERY (1984) EG1889 EG1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 EG1889'0.65 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE IN HOLLY EG1889'SPRING TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST ON OLD U.S. EG1889'HIGHWAY 78 FOR 9.9 MILES TO A GRAVEL DRIVEWAY AND MARK ON THE RIGHT, EG1889'136.5 FT (41.6 M) SOUTH-SOUTHEAST OF POWER POLE WITH A TRANSFORMER, EG1889'123.0 FT (37.5 M) EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER AT EG1889'FENCE CORNER, 90.0 FT (27.4 M) SOUTHEAST OF THE CENTER OF GRAVEL EG1889'DRIVEWAY, 65.0 FT (19.8 M) NORTH-NORTHEAST OF THE CENTER OF U.S. EG1889'HIGHWAY 78, 9.0 FT (2.7 M) SOUTHWEST OF A TELEPHONE POLE AND 6.0 FT EG1889'(1.8 M) NORTHWEST OF THE EDGE OF A 30 INCH CUT-BANK, MARK IS FLUSH EG1889'WITH THE GROUND. EG1889 EG1889 STATION RECOVERY (1988) EG1889 EG1889'RECOVERED 1988 EG1889'RECOVERED IN GOOD CONDITION. EG1889 EG1889 STATION RECOVERY (1988) EG1889 EG1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (CLN) EG1889'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF HOLLY EG1889'SPRINGS, ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF VICTORIA, ALONG US HIGHWAY EG1889'78 IN SECTION 11, T 35, R 4W. TO REACH THE STATION FROM THE POST EG1889'OFFICE IN HOLLY SPRINGS, GO NORTH STATE HIGHWAY 7 FOR 0.65 MI (1.05 EG1889'KM) TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST ON OLD HIGHWAY 78 EG1889'FOR 9.4 MI (15.1 KM) TO A CROSSROAD, CONTINUE NORTHWEST ON HIGHWAY 78 EG1889'FOR 0.3 MI (0.5 KM) TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EG1889'NORTHWEST ON HIGHWAY 78 FOR 0.2 TO THE STATION ON THE RIGHT. EG1889' EG1889'STATION MARKS ARE STANDARD NGS DISKS, STAMPED--VICTORIA 2 1984--, EG1889'SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE EG1889'GROUND. IT IS 41.60 M (136.48 FT) SOUTH SOUTHEAST OF A POWER POLE EG1889'WITH TRANSFORMER, 37.49 M (123.00 FT) EAST SOUTHEAST OF A CONCRETE EG1889'RIGHT-OF-WAY MARKER AT FENCE CORNER, 27.43 M (89.99 FT) SOUTHEAST OF EG1889'THE CENTER OF GRAVEL DRIVEWAY, 19.81 M (64.99 FT) NORTH NORTHEAST OF EG1889'THE CENTER OF HIGHWAY, 2.74 M (8.99 FT) SOUTHWEST OF A TELEPHONE POLE, EG1889'1.82 M (5.97 FT) NORTHWEST OF THE EDGE OF A 30 FT (9.1 M) CUT-BANK AND EG1889'0.30 M (0.98 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. REFERENCE EG1889'MARK NO 3 IS A STANDARD NGS DISK STAMPED --VICTORIA 2 NO 3 1984--, SET EG1889'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 40.69 M EG1889'(133.50 FT) SOUTH OF POWER POLE WITH TRANSFORMER, 23.16 M (75.98 FT) EG1889'WEST OF TELEPHONE POLE, 19.20 M (62.99 FT) SOUTHEAST OF A CONCRETE EG1889'RIGHT-OF-WAY MARKER AT FENCE CORNER, 11.58 M (37.99 FT) EAST SOUTHEAST EG1889'OF THE CENTER OF GRAVEL DRIVEWAY, 10.36 M (33.99 FT) NORTH NORTHEAST EG1889'OF THE CENTER OF HIGHWAY AND 0.46 M (1.51 FT) EAST SOUTHEAST OF A EG1889'METAL WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A STANDARD NGS EG1889'DISK STAMPED--VICTORIA 2 NO 4 1984--, SET IN TOP OF A ROUND CONCRETE EG1889'POST, FLUSH WITH THE GROUND. IT IS 25.60 M (83.99 FT) EAST OF EG1889'CONCRETE RIGHT-OF-WAY MARKER AT FENCECORNER, 25.30 M (83.01 FT) NORTH EG1889'NORTHWEST OF TELEPHONE POLE, 19.35 M (63.48 FT) SOUTH SOUTHEAST OF EG1889'POWER POLE WITH TRANSFORMER, 16.00 M (52.49 FT) SOUTHEAST OF EG1889'FENCELINE, 5.49 M (18.01 FT) SOUTHEAST OF THE CENTER OF GRAVEL EG1889'DRIVEWAY AND 0.30 M (0.98 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. EG1889'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED--VICTORIA 2 1984--, SET EG1889'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 14.17 M EG1889'(46.49 FT) SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY, 7.32 M (24.02 FT) EG1889'WEST NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.04 M (6.69 FT) EG1889'NORTH OF A FENCE CORNER, 1.98 M (6.50 FT) NORTH NORTHEAST OF A POWER EG1889'POLE WITH A TRANSFORMER, 1.37 M (4.49 FT) NORTH NORTHEAST OF FENCE, EG1889'0.30 M (0.98 FT) EAST OF GUY WIRE BASE FOR POWER POLE AND 0.30 M (0.98 EG1889'FT) WEST NORTHWEST OF A FIBERGLASS WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2045 *********************************************************************** EG2045 DESIGNATION - VICTORIA 2 RM 3 EG2045 PID - EG2045 EG2045 STATE/COUNTY- MS/MARSHALL EG2045 USGS QUAD - RED BANKS (1971) EG2045 EG2045 *CURRENT SURVEY CONTROL EG2045 ___________________________________________________________________ EG2045* NAD 83(1986)- 34 50 23. (N) 089 35 55. (W) SCALED EG2045* NAVD 88 - 157.04 (meters) 515.2 (feet) RESET EG2045 ___________________________________________________________________ EG2045 GEOID HEIGHT- -27.41 (meters) GEOID99 EG2045 EG2045 VERT ORDER - THIRD EG2045 EG2045.The horizontal coordinates were scaled from a topographic map and have EG2045.an estimated accuracy of +/- 6 seconds. EG2045 EG2045.The orthometric height was computed from unverified reset data. EG2045.No vertical observational check was made to the station. EG2045 EG2045.The geoid height was determined by GEOID99. EG2045 EG2045; North East Units Estimated Accuracy EG2045;SPC MS E - 592,360. 230,010. MT (+/- 180 meters Scaled) EG2045 EG2045 SUPERSEDED SURVEY CONTROL EG2045 EG2045 NGVD 29 - 156.99 (m) 515.1 (f) RESET 3 EG2045 EG2045.Superseded values are not recommended for survey control. EG2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2045.See file dsdata.txt to determine how the superseded data were derived. EG2045 EG2045_MARKER: DR = REFERENCE MARK DISK EG2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2045_STAMPING: VICTORIA 2 NO 3 1984 EG2045_MARK LOGO: NGS EG2045_MAGNETIC: N = NO MAGNETIC MATERIAL EG2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2045+STABILITY: SURFACE MOTION EG2045 EG2045 HISTORY - Date Condition Report By EG2045 HISTORY - 1984 MONUMENTED NGS EG2045 EG2045 STATION DESCRIPTION EG2045 EG2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 EG2045'0.65 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE IN HOLLY EG2045'SPRINGS TO A FORK, TAKE LEFT FORK GO NORTHWEST ON OLD U.S. HIGHWAY 78 EG2045'FOR 9.9 MILES TO A GRAVEL DRIVEWAY AND MARK ON THE RIGHT, 133.5 FT EG2045'(40.7 M) SOUTH OF A POWER POLE WITH TRANSFORMER, 76.0 FT (23.2 M) EG2045'WEST OF A TELEPHONE POLE, 63.0 FT (19.2 M) SOUTHEAST OF A CONCRETE EG2045'RIGHT-OF-WAY MARKER AT FENCE CORNER, 38.0 FT (11.6 M) EAST-SOUTHEAST EG2045'OF THE CENTER OF GRAVEL ROAD, 34.0 FT (10.4 M) NORTH-NORTHEAST OF THE EG2045'CENTER OF HIGHWAY, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2046 *********************************************************************** EG2046 DESIGNATION - VICTORIA 2 RM 4 EG2046 PID - EG2046 EG2046 STATE/COUNTY- MS/MARSHALL EG2046 USGS QUAD - RED BANKS (1971) EG2046 EG2046 *CURRENT SURVEY CONTROL EG2046 ___________________________________________________________________ EG2046* NAD 83(1986)- 34 50 23. (N) 089 35 55. (W) SCALED EG2046* NAVD 88 - 155.98 (meters) 511.7 (feet) RESET EG2046 ___________________________________________________________________ EG2046 GEOID HEIGHT- -27.41 (meters) GEOID99 EG2046 EG2046 VERT ORDER - THIRD EG2046 EG2046.The horizontal coordinates were scaled from a topographic map and have EG2046.an estimated accuracy of +/- 6 seconds. EG2046 EG2046.The orthometric height was computed from unverified reset data. EG2046.No vertical observational check was made to the station. EG2046 EG2046.The geoid height was determined by GEOID99. EG2046 EG2046; North East Units Estimated Accuracy EG2046;SPC MS E - 592,360. 230,010. MT (+/- 180 meters Scaled) EG2046 EG2046 SUPERSEDED SURVEY CONTROL EG2046 EG2046 NGVD 29 - 155.94 (m) 511.6 (f) RESET 3 EG2046 EG2046.Superseded values are not recommended for survey control. EG2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2046.See file dsdata.txt to determine how the superseded data were derived. EG2046 EG2046_MARKER: DR = REFERENCE MARK DISK EG2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2046_STAMPING: VICTORIA 2 NO 4 1984 EG2046_MARK LOGO: NGS EG2046_MAGNETIC: N = NO MAGNETIC MATERIAL EG2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2046+STABILITY: SURFACE MOTION EG2046 EG2046 HISTORY - Date Condition Report By EG2046 HISTORY - 1984 MONUMENTED NGS EG2046 EG2046 STATION DESCRIPTION EG2046 EG2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 EG2046'0.65 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE IN HOLLY EG2046'SPRINGS TO A FORK, TAKE LEFT FORK AND GO NORTHWEST ON OLD U.S. EG2046'HIGHWAY 78 FOR 9.9 MILES TO A GRAVEL DRIVEWAY AND MARK ON THE RIGHT, EG2046'84.0 FT (25.6 M) EAST OF A CONCRETE RIGHT-OF-WAY MARKER AT FENCE EG2046'CORNER, 83.0 FT (25.3 M) NORTH-NORTHWEST OF A TELEPHONE POLE, 13.5 FT EG2046'(4.1 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 52.5 FT EG2046'(16.0 M) SOUTHEAST OF A FENCE AND 18.0 FT (5.5 M) SOUTHEAST OF THE EG2046'CENTER OF GRAVEL DRIVEWAY, MARK IS FLUSH WITH THE GROUND.