1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1198 *********************************************************************** EG1198 DESIGNATION - 78 V 122 EG1198 PID - EG1198 EG1198 STATE/COUNTY- MS/DE SOTO EG1198 USGS QUAD - BYHALIA NW (1971) EG1198 EG1198 *CURRENT SURVEY CONTROL EG1198 ___________________________________________________________________ EG1198* NAD 83(1986)- 34 53 31. (N) 089 44 02. (W) SCALED EG1198* NAVD 88 - 101.085 (meters) 331.64 (feet) ADJUSTED EG1198 ___________________________________________________________________ EG1198 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1198 DYNAMIC HT - 100.988 (meters) 331.32 (feet) COMP EG1198 MODELED GRAV- 979,682.4 (mgal) NAVD 88 EG1198 EG1198 VERT ORDER - SECOND CLASS 0 EG1198 EG1198.The horizontal coordinates were scaled from a topographic map and have EG1198.an estimated accuracy of +/- 6 seconds. EG1198 EG1198.The orthometric height was determined by differential leveling EG1198.and adjusted by the National Geodetic Survey in June 1991. EG1198 EG1198.The geoid height was determined by GEOID99. EG1198 EG1198.The dynamic height is computed by dividing the NAVD 88 EG1198.geopotential number by the normal gravity value computed on the EG1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1198.degrees latitude (g = 980.6199 gals.). EG1198 EG1198.The modeled gravity was interpolated from observed gravity values. EG1198 EG1198; North East Units Estimated Accuracy EG1198;SPC MS W - 598,050. 754,790. MT (+/- 180 meters Scaled) EG1198 EG1198 SUPERSEDED SURVEY CONTROL EG1198 EG1198 NGVD 29 (??/??/92) 101.042 (m) 331.50 (f) ADJ UNCH 2 0 EG1198 EG1198.Superseded values are not recommended for survey control. EG1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1198.See file dsdata.txt to determine how the superseded data were derived. EG1198 EG1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD501644(NAD 83) EG1198_MARKER: DD = SURVEY DISK EG1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1198_STAMPING: 78V-122 1965 EG1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1198+STABILITY: SURFACE MOTION EG1198 EG1198 HISTORY - Date Condition Report By EG1198 HISTORY - 1965 MONUMENTED MSHD EG1198 HISTORY - 1966 GOOD MSHD EG1198 HISTORY - 20031002 MARK NOT FOUND USACE EG1198 EG1198 STATION DESCRIPTION EG1198 EG1198'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1198'3.36 MI NW FROM BYHALIA. EG1198'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1198'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST FOR 2.44 MILES TO THE EG1198'DESOTO AND MARSHALL COUNTY LINE, CONTINUE NORTHWEST FOR 0.82 MILE TO EG1198'THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH EG1198'ROUND, CONCRETE POST. IT IS 49.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL EG1198'OF THE SAN FRANCISCO RAILROAD, 25.7 FEET NORTHEAST OF THE CENTERLINE EG1198'OF HIGHWAY 78, 2.3 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTHWEST OF EG1198'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND EG1198'PROJECTS 4 INCHES. EG1198 EG1198 STATION RECOVERY (2003) EG1198 EG1198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1198'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1199 *********************************************************************** EG1199 DESIGNATION - 78 V 123 EG1199 PID - EG1199 EG1199 STATE/COUNTY- MS/DE SOTO EG1199 USGS QUAD - BYHALIA NW (1971) EG1199 EG1199 *CURRENT SURVEY CONTROL EG1199 ___________________________________________________________________ EG1199* NAD 83(1986)- 34 54 06. (N) 089 44 39. (W) SCALED EG1199* NAVD 88 - 93.318 (meters) 306.16 (feet) ADJUSTED EG1199 ___________________________________________________________________ EG1199 GEOID HEIGHT- -27.43 (meters) GEOID99 EG1199 DYNAMIC HT - 93.229 (meters) 305.87 (feet) COMP EG1199 MODELED GRAV- 979,683.8 (mgal) NAVD 88 EG1199 EG1199 VERT ORDER - SECOND CLASS 0 EG1199 EG1199.The horizontal coordinates were scaled from a topographic map and have EG1199.an estimated accuracy of +/- 6 seconds. EG1199 EG1199.The orthometric height was determined by differential leveling EG1199.and adjusted by the National Geodetic Survey in June 1991. EG1199 EG1199.The geoid height was determined by GEOID99. EG1199 EG1199.The dynamic height is computed by dividing the NAVD 88 EG1199.geopotential number by the normal gravity value computed on the EG1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1199.degrees latitude (g = 980.6199 gals.). EG1199 EG1199.The modeled gravity was interpolated from observed gravity values. EG1199 EG1199; North East Units Estimated Accuracy EG1199;SPC MS W - 599,120. 753,850. MT (+/- 180 meters Scaled) EG1199 EG1199 SUPERSEDED SURVEY CONTROL EG1199 EG1199 NGVD 29 (??/??/92) 93.276 (m) 306.02 (f) ADJ UNCH 2 0 EG1199 EG1199.Superseded values are not recommended for survey control. EG1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1199.See file dsdata.txt to determine how the superseded data were derived. EG1199 EG1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD492655(NAD 83) EG1199_MARKER: DD = SURVEY DISK EG1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1199_STAMPING: 78V-123 1965 EG1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1199+STABILITY: SURFACE MOTION EG1199 EG1199 HISTORY - Date Condition Report By EG1199 HISTORY - 1965 MONUMENTED MSHD EG1199 HISTORY - 1966 GOOD MSHD EG1199 HISTORY - 20031002 MARK NOT FOUND USACE EG1199 EG1199 STATION DESCRIPTION EG1199 EG1199'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1199'4.30 MI NW FROM BYHALIA. EG1199'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1199'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR EG1199'2.44 MILES TO THE DESOTO AND MARSHALL COUNTY LINE, CONTINUE NORTHWEST EG1199'FOR 1.76 MILES TO THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN EG1199'THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 38.0 FEET SOUTHWEST EG1199'OF THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 32.8 FEET EG1199'NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 8.3 FEET EAST OF A POWER EG1199'POLE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH EG1199'HIGHWAY 78, AND PROJECTS 4 INCHES. EG1199 EG1199 STATION RECOVERY (2003) EG1199 EG1199'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1199'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1209 *********************************************************************** EG1209 DESIGNATION - 78 V 129 EG1209 PID - EG1209 EG1209 STATE/COUNTY- MS/DE SOTO EG1209 USGS QUAD - OLIVE BRANCH (1982) EG1209 EG1209 *CURRENT SURVEY CONTROL EG1209 ___________________________________________________________________ EG1209* NAD 83(1993)- 34 57 31.63045(N) 089 49 14.13394(W) ADJUSTED EG1209* NAVD 88 - 121.000 (meters) 396.98 (feet) ADJUSTED EG1209 ___________________________________________________________________ EG1209 X - 16,386.179 (meters) COMP EG1209 Y - -5,233,099.051 (meters) COMP EG1209 Z - 3,634,174.191 (meters) COMP EG1209 LAPLACE CORR- -0.64 (seconds) DEFLEC99 EG1209 ELLIP HEIGHT- 93.55 (meters) (04/15/02) GPS OBS EG1209 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1209 DYNAMIC HT - 120.887 (meters) 396.61 (feet) COMP EG1209 MODELED GRAV- 979,692.8 (mgal) NAVD 88 EG1209 EG1209 HORZ ORDER - FIRST EG1209 VERT ORDER - SECOND CLASS 0 EG1209 ELLP ORDER - FOURTH CLASS II EG1209 EG1209.The horizontal coordinates were established by GPS observations EG1209.and adjusted by the National Geodetic Survey in February 2002. EG1209 EG1209.The orthometric height was determined by differential leveling EG1209.and adjusted by the National Geodetic Survey in June 1991. EG1209 EG1209.The X, Y, and Z were computed from the position and the ellipsoidal ht. EG1209 EG1209.The Laplace correction was computed from DEFLEC99 derived deflections. EG1209 EG1209.The ellipsoidal height was determined by GPS observations EG1209.and is referenced to NAD 83. EG1209 EG1209.The geoid height was determined by GEOID99. EG1209 EG1209.The dynamic height is computed by dividing the NAVD 88 EG1209.geopotential number by the normal gravity value computed on the EG1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1209.degrees latitude (g = 980.6199 gals.). EG1209 EG1209.The modeled gravity was interpolated from observed gravity values. EG1209 EG1209; North East Units Scale Converg. EG1209;SPC MS W - 605,421.158 746,828.480 MT 0.99997702 +0 17 37.7 EG1209;SPC TN - 76,206.361 251,116.541 MT 1.00006415 -2 14 12.2 EG1209;SPC TN - 250,020.37 823,871.52 sFT 1.00006415 -2 14 12.2 EG1209;UTM 16 - 3,872,106.752 242,451.248 MT 1.00041759 -1 37 01.4 EG1209 EG1209 SUPERSEDED SURVEY CONTROL EG1209 EG1209 ELLIP H (02/15/02) 93.53 (m) GP( ) 4 1 EG1209 NAD 83(1993)- 34 57 31.62710(N) 089 49 14.13067(W) AD( ) 3 EG1209 ELLIP H (05/13/94) 93.65 (m) GP( ) 4 1 EG1209 NAD 83(1993)- 34 57 31.62534(N) 089 49 14.12828(W) AD( ) 3 EG1209 NAD 83(1986)- 34 57 31.63466(N) 089 49 14.13162(W) AD( ) 3 EG1209 NAD 27 - 34 57 31.29893(N) 089 49 13.81326(W) AD( ) 3 EG1209 NAVD 88 (02/15/02) 121.00 (m) 397.0 (f) LEVELING 3 EG1209 NGVD 29 (??/??/92) 120.957 (m) 396.84 (f) ADJ UNCH 2 0 EG1209 EG1209.Superseded values are not recommended for survey control. EG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1209.See file dsdata.txt to determine how the superseded data were derived. EG1209 EG1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4245172107(NAD 83) EG1209_MARKER: DB = BENCH MARK DISK EG1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1209_STAMPING: 78V-129 1965 EG1209_MAGNETIC: N = NO MAGNETIC MATERIAL EG1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1209+STABILITY: SURFACE MOTION EG1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1209+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003 EG1209 EG1209 HISTORY - Date Condition Report By EG1209 HISTORY - 1965 MONUMENTED MSHD EG1209 HISTORY - 1966 GOOD MSHD EG1209 HISTORY - 19880129 GOOD EG1209 HISTORY - 20001010 GOOD MSHD EG1209 HISTORY - 20031001 GOOD USACE EG1209 HISTORY - 20031104 GOOD INDIV EG1209 EG1209 STATION DESCRIPTION EG1209 EG1209'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1965 (AJL) EG1209'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI) EG1209'SOUTHEAST OF THE CENTER OF OLIVE BRANCH, IN THE GRASS STRIP BETWEEN EG1209'OLD U.S. HIGHWAY 78 AND THE BURLINGTON NORTHERN RAILROAD. EG1209'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. EG1209' EG1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE EG1209'HIGHWAY 305, ABOUT 1.6 KM (1.0 MI) SOUTH OF OLIVE BRANCH, GO EG1209'NORTH FOR 1.9 KM (1.2 MI) ON HIGHWAY 304 TO A PAVED CROSSROADS EG1209'(STATE HIGHWAY 302 GOES LEFT AND HIGHWAY 305 GOES RIGHT). EG1209'TURN RIGHT AND GO EAST FOR 0.5 KM (0.3 MI) ON GOODMAN AVENUE EG1209'THROUGH TOWN TO THE INTERSECTION OF OLD U.S. HIGHWAY 78. EG1209'TURN RIGHT AND GO SOUTHEAST FOR 0.6 KM (0.35 MI) ON OLD U.S. EG1209'HIGHWAY 78 TO THE STATION ON THE LEFT, JUST BEFORE REACHING A PAVED EG1209'ROAD LEADING EAST ACROSS THE RAILROAD TRACKS. EG1209' EG1209'THE STATION IS A STANDARD MSHD DISK EG1209'STAMPED---78 V 129 1965---, EG1209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EG1209'28 CM IN DIAMETER RECESSED 4 CM BELOW GROUND. LOCATED EG1209'38.3 METERS (125.8 FT) SOUTH-SOUTHEAST FROM THE RAILROAD SIGNAL EG1209'NO. 5020, EG1209'21.6 METERS (71.0 FT) NORTHWEST FROM THE CENTER OF THE PAVED ROAD EG1209'CROSSING THE TRACKS, EG1209'14.3 METERS (47.0 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE EG1209'RAILROAD TRACKS, EG1209'7.6 METERS (25.0 FT) NORTHEAST FROM THE CENTER OF OLD HIGHWAY 78, EG1209'1.5 METERS (5.0 FT) WEST FROM A JUNCTION POWER POLE, EG1209'0.9 METERS (3.0 FT) NORTH-NORTHWEST FROM A GAS PIPELINE WARNING EG1209'SIGN, AND EG1209'0.5 METERS (1.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST. EG1209' EG1209'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH. EG1209 EG1209 STATION RECOVERY (1966) EG1209 EG1209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1209'0.40 MI SE FROM OLIVE BRANCH. EG1209'TO REACH FROM THE INTERSECTION OF HIGHWAYS 78 AND 305 IN OLIVE BRANCH EG1209'GO SOUTHEAST ON HIGHWAY 78 FOR 0.40 MILE TO A DRIVEWAY LEADING TO THE EG1209'POLAR KRAFT MANUFACTURING COMPANY AND THE MARK ON THE LEFT. THE MARK EG1209'IS A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST, 71.0 FEET EG1209'NORTHWEST OF A DRIVEWAY, 47.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF EG1209'THE SAN FRANCISCO RAILROAD, 24.8 FEET NORTHEAST OF THE CENTERLINE OF EG1209'HIGHWAY 78, 5.8 FEET NORTHWEST OF A POWER POLE, 4.7 FEET SOUTHEAST OF EG1209'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL EG1209'WITH HIGHWAY 78, AND PROJECTS 2 INCHES. EG1209 EG1209 STATION RECOVERY (1988) EG1209 EG1209'RECOVERED 1988 EG1209'RECOVERED IN GOOD CONDITION. EG1209 EG1209 STATION RECOVERY (2000) EG1209 EG1209'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 EG1209'RECOVERED AS DESCRIBED. EG1209 EG1209 STATION RECOVERY (2003) EG1209 EG1209'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1209'RECOVERED IN GOOD CONDITION. EG1209 EG1209 STATION RECOVERY (2003) EG1209 EG1209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB) EG1209'RECOVERED IN GOOD CONDITION.