1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK0473 *********************************************************************** DK0473 DESIGNATION - 82 10 RM 3 DK0473 PID - DK0473 DK0473 STATE/COUNTY- MS/WASHINGTON DK0473 USGS QUAD - HOLLY RIDGE (1967) DK0473 DK0473 *CURRENT SURVEY CONTROL DK0473 ___________________________________________________________________ DK0473* NAD 83(1986)- 33 24 48. (N) 090 50 07. (W) SCALED DK0473* NAVD 88 - 36.19 (meters) 118.7 (feet) RESET DK0473 ___________________________________________________________________ DK0473 GEOID HEIGHT- -26.51 (meters) GEOID99 DK0473 DK0473 VERT ORDER - THIRD DK0473 DK0473.The horizontal coordinates were scaled from a topographic map and have DK0473.an estimated accuracy of +/- 6 seconds. DK0473 DK0473.The orthometric height was computed from unverified reset data. DK0473 DK0473.The geoid height was determined by GEOID99. DK0473 DK0473; North East Units Estimated Accuracy DK0473;SPC MS W - 433,990. 653,310. MT (+/- 180 meters Scaled) DK0473 DK0473 SUPERSEDED SURVEY CONTROL DK0473 DK0473 NGVD 29 - 36.25 (m) 118.9 (f) RESET 3 DK0473 DK0473.Superseded values are not recommended for survey control. DK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0473.See file dsdata.txt to determine how the superseded data were derived. DK0473 DK0473_MARKER: DR = REFERENCE MARK DISK DK0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0473_STAMPING: 82-10 1966 NO 3 1972 DK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0473+STABILITY: SURFACE MOTION DK0473 DK0473 HISTORY - Date Condition Report By DK0473 HISTORY - 1972 MONUMENTED NGS DK0473 HISTORY - 1973 GOOD NGS DK0473 DK0473 STATION DESCRIPTION DK0473 DK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 DK0473'3.2 MI NE FROM LELAND. DK0473'LOCATED 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE DK0473'INTERSECTION OF U.S. HIGHWAY 61 IN LELAND, IN THE NE 1/4 OF SEC. 17, DK0473'T18N, R6W, AT A FIELD ROAD LEFT. IT IS 49 FEET NORTH OF THE CENTER OF DK0473'THE NORTH LANE OF U.S. HIGHWAY 82, 50 FEET WEST OF THE CENTER OF A DK0473'FIELD ROAD, 99.5 FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF DK0473'POLES, 1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE DK0473'LINE. IT IS A NGS REFERENCE MARK CRIMPED ON A 3.5 FOOT SECTION OF DK0473'COPPER WELD ROD FASTENED TO A 10 INCH STEEL PLAT AND ENCASED IN A DK0473'4-INCH IRON PIPE PROJECTING 4 INCHES. DK0473 DK0473 STATION RECOVERY (1973) DK0473 DK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 DK0473'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK1287 *********************************************************************** DK1287 DESIGNATION - 82 V 14 W RESET DK1287 PID - DK1287 DK1287 STATE/COUNTY- MS/WASHINGTON DK1287 USGS QUAD - WAYSIDE (1970) DK1287 DK1287 *CURRENT SURVEY CONTROL DK1287 ___________________________________________________________________ DK1287* NAD 83(1986)- 33 22 19. (N) 091 04 30. (W) SCALED DK1287* NAVD 88 - 37.73 (meters) 123.8 (feet) RESET DK1287 ___________________________________________________________________ DK1287 GEOID HEIGHT- -26.43 (meters) GEOID99 DK1287 DK1287 VERT ORDER - THIRD DK1287 DK1287.The horizontal coordinates were scaled from a topographic map and have DK1287.an estimated accuracy of +/- 6 seconds. DK1287 DK1287.The orthometric height was computed from unverified reset data. DK1287 DK1287.The geoid height was determined by GEOID99. DK1287 DK1287; North East Units Estimated Accuracy DK1287;SPC MS W - 429,540. 630,980. MT (+/- 180 meters Scaled) DK1287 DK1287 SUPERSEDED SURVEY CONTROL DK1287 DK1287 NGVD 29 - 37.80 (m) 124.0 (f) RESET 3 DK1287 DK1287.Superseded values are not recommended for survey control. DK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK1287.See file dsdata.txt to determine how the superseded data were derived. DK1287 DK1287_MARKER: DD = SURVEY DISK DK1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK1287_STAMPING: 82V14 W RESET 1968 DK1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK1287+STABILITY: SURFACE MOTION DK1287 DK1287 HISTORY - Date Condition Report By DK1287 HISTORY - 1968 MONUMENTED MSHD DK1287 DK1287 STATION DESCRIPTION DK1287 DK1287'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 DK1287'3.45 MI SW FROM GREENVILLE. DK1287'LOCATED 3.45 MILES SOUTHWEST OF THE INTERSECTION OF MISSISSIPPI STATE DK1287'HIGHWAY 1 AND U.S. HIGHWAY 82, 6.2 MILES NORTHEAST OF THE MISSISSIPPI DK1287'RIVER BRIDGE AND APPROXIMATELY 2.7 MILES SOUTHWEST OF THE CENTER OF DK1287'GREENVILLE, NEAR THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 82, 72 DK1287'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 192 FEET SOUTHWEST DK1287'OF THE CENTER OF A BLACK TOP ROAD, 68 FEET SOUTHEAST OF A 14-INCH DK1287'PECAN TREE, 2 FEET SOUTH OF A FENCE CORNER, 1 FOOT NORTHEAST OF A DK1287'METAL WITNESS POST. IT IS SET IN THE TOP OF A CONCRETE POST DK1287'PROJECTING 8 INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY. DK1287'TO REACH THE MARK FROM THE POST OFFICE IN GREENVILLE, GO SOUTHEAST ON DK1287'MAIN STREET FOR 1.1 MILES TO THE INTERSECTION WITH U.S. HIGHWAY 82, DK1287'TURN RIGHT, (WEST) AND GO 2.3 MILES TO A SIDE ROAD A THE MARK ON THE DK1287'RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK1289 *********************************************************************** DK1289 DESIGNATION - 82 V 15 W RESET DK1289 PID - DK1289 DK1289 STATE/COUNTY- MS/WASHINGTON DK1289 USGS QUAD - GREENVILLE (1970) DK1289 DK1289 *CURRENT SURVEY CONTROL DK1289 ___________________________________________________________________ DK1289* NAD 83(1986)- 33 22 58. (N) 091 04 05. (W) SCALED DK1289* NAVD 88 - 37.56 (meters) 123.2 (feet) RESET DK1289 ___________________________________________________________________ DK1289 GEOID HEIGHT- -26.45 (meters) GEOID99 DK1289 DK1289 VERT ORDER - THIRD DK1289 DK1289.The horizontal coordinates were scaled from a topographic map and have DK1289.an estimated accuracy of +/- 6 seconds. DK1289 DK1289.The orthometric height was computed from unverified reset data. DK1289 DK1289.The geoid height was determined by GEOID99. DK1289 DK1289; North East Units Estimated Accuracy DK1289;SPC MS W - 430,730. 631,640. MT (+/- 180 meters Scaled) DK1289 DK1289 SUPERSEDED SURVEY CONTROL DK1289 DK1289 NGVD 29 - 37.62 (m) 123.4 (f) RESET 3 DK1289 DK1289.Superseded values are not recommended for survey control. DK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK1289.See file dsdata.txt to determine how the superseded data were derived. DK1289 DK1289_MARKER: DD = SURVEY DISK DK1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK1289_STAMPING: 82 V 15 W RESET 1968 DK1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK1289+STABILITY: SURFACE MOTION DK1289 DK1289 HISTORY - Date Condition Report By DK1289 HISTORY - 1968 MONUMENTED MSHD DK1289 DK1289 STATION DESCRIPTION DK1289 DK1289'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 DK1289'2.6 MI SW FROM GREENVILLE. DK1289'LOCATED 1.8 MILES SOUTHWEST OF THE APPROXIMATE CENTER OF GREENVILLE, DK1289'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION WITH DK1289'STATE HIGHWAY 1 IN GREENVILLE, AND 7.15 MILES NORTHEAST OF THE DK1289'MISSISSIPPI RIVER BRIDGE. IT IS 69 FEET NORTHWEST OF THE CENTERLINE DK1289'OF U.S. HIGHWAY 82, 98.5 FEET NORTHWEST OF HIGHWAY STATION NO. 370+00, DK1289'11 FEET NORTH-NORTHEAST OF THE CENTER OF A TRACK ROAD, 18 FEET DK1289'SOUTHWEST OF A 30-INCH PECAN TREE, 2 FEET SOUTH-SOUTHEAST OF A FENCE, DK1289'1 FOOT WEST OF A METAL WITNESS POST. IT IS A DISK SET IN THE TOP OF A DK1289'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH DK1289'THE HIGHWAY. TO REACH THE MARK FROM THE POST OFFICE IN GREENVILLE GO DK1289'SOUTHWEST ON MAIN STREET FOR 1.1 MILES TO THE INTERSECTION WITH U.S. DK1289'HIGHWAY 82, TURN RIGHT (WEST) ANG GO 1.5 MILES TO A TRACK ROAD AND THE DK1289'MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK0469 *********************************************************************** DK0469 DESIGNATION - 82 V 31 MSHD RESET 1972 DK0469 PID - DK0469 DK0469 STATE/COUNTY- MS/WASHINGTON DK0469 USGS QUAD - HOLLY RIDGE (1967) DK0469 DK0469 *CURRENT SURVEY CONTROL DK0469 ___________________________________________________________________ DK0469* NAD 83(1986)- 33 24 32. (N) 090 51 13. (W) SCALED DK0469* NAVD 88 - 35.00 (meters) 114.8 (feet) RESET DK0469 ___________________________________________________________________ DK0469 GEOID HEIGHT- -26.52 (meters) GEOID99 DK0469 DK0469 VERT ORDER - THIRD DK0469 DK0469.The horizontal coordinates were scaled from a topographic map and have DK0469.an estimated accuracy of +/- 6 seconds. DK0469 DK0469.The orthometric height was computed from unverified reset data. DK0469 DK0469.The geoid height was determined by GEOID99. DK0469 DK0469; North East Units Estimated Accuracy DK0469;SPC MS W - 433,510. 651,610. MT (+/- 180 meters Scaled) DK0469 DK0469 SUPERSEDED SURVEY CONTROL DK0469 DK0469 NGVD 29 - 35.07 (m) 115.1 (f) RESET 3 DK0469 DK0469.Superseded values are not recommended for survey control. DK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0469.See file dsdata.txt to determine how the superseded data were derived. DK0469 DK0469_MARKER: DB = BENCH MARK DISK DK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0469_STAMPING: 82V31 MDH RESET 1972 DK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0469+STABILITY: SURFACE MOTION DK0469 DK0469 HISTORY - Date Condition Report By DK0469 HISTORY - 1972 MONUMENTED NGS DK0469 HISTORY - 1973 GOOD NGS DK0469 DK0469 STATION DESCRIPTION DK0469 DK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 DK0469'3.2 MI NE FROM LELAND. DK0469'LOCATED 3.2 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS DK0469'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, 1.75 MILES NORTHEAST OF A DK0469'CROSSROADS, IN THE SW 1/4 OF SEC. 18, T 18N, R6W, IN THE NORTHWEST DK0469'CORNER OF A ROAD SIDE PARK. IT IS 65 FEET SOUTH OF THE CENTER OF THE DK0469'SOUTH LANE OF U.S. HIGHWAY 82, 14 FEET EAST OF THE NORTHWEST CORNER OF DK0469'THE ROAD SIDE PARK, 5.5 FEET SOUTH OF A BOARD FENCE, 48 FEET NORTHWEST DK0469'OF THE CENTER OF THE ROAD IN THE PARK AND 1 FOOT WEST OF A METAL DK0469'WITNESS POST. IT IS A NGS DISK CRIMPED ON A SHORT SECTION OF COPPER DK0469'WELD ROD PROJECTING 3 INCHES ENCASED IN A 4 INCHES PLASTIC PIPE. DK0469 DK0469 STATION RECOVERY (1973) DK0469 DK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 DK0469'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK0479 *********************************************************************** DK0479 DESIGNATION - 82 V 34 MSHD RESET 1972 DK0479 PID - DK0479 DK0479 STATE/COUNTY- MS/WASHINGTON DK0479 USGS QUAD - HOLLY RIDGE (1967) DK0479 DK0479 *CURRENT SURVEY CONTROL DK0479 ___________________________________________________________________ DK0479* NAD 83(1986)- 33 25 03. (N) 090 49 07. (W) SCALED DK0479* NAVD 88 - 35.45 (meters) 116.3 (feet) RESET DK0479 ___________________________________________________________________ DK0479 GEOID HEIGHT- -26.50 (meters) GEOID99 DK0479 DK0479 VERT ORDER - THIRD DK0479 DK0479.The horizontal coordinates were scaled from a topographic map and have DK0479.an estimated accuracy of +/- 6 seconds. DK0479 DK0479.The orthometric height was computed from unverified reset data. DK0479 DK0479.The geoid height was determined by GEOID99. DK0479 DK0479; North East Units Estimated Accuracy DK0479;SPC MS W - 434,450. 654,870. MT (+/- 180 meters Scaled) DK0479 DK0479 SUPERSEDED SURVEY CONTROL DK0479 DK0479 NGVD 29 - 35.52 (m) 116.5 (f) RESET 3 DK0479 DK0479.Superseded values are not recommended for survey control. DK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0479.See file dsdata.txt to determine how the superseded data were derived. DK0479 DK0479_MARKER: DB = BENCH MARK DISK DK0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0479_STAMPING: 82V34 (MDH) RESET 1972 DK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0479+STABILITY: SURFACE MOTION DK0479 DK0479 HISTORY - Date Condition Report By DK0479 HISTORY - 1972 MONUMENTED NGS DK0479 DK0479 STATION DESCRIPTION DK0479 DK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 DK0479'5.3 MI NE FROM LELAND. DK0479'LOCATED 5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS DK0479'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, IN THE SW 1/4 OF SEC 9 DK0479'T18N, R6W, 0.55 MILE EAST OF A CROSSROAD. IT IS 57.5 FEET SOUTH OF DK0479'THE SOUTH LANE OF U.S. HIGHWAY 82, 201.5 FEET NORTHEAST OF THE DK0479'NORTHEAST CORNER OF A CHURCH AND SCHOOL, 121 FEET EAST OF THE DK0479'PROJECTED PLANE OF THE EAST WALL OF THE CHURCH, 1.5 FEET NORTH OF A DK0479'METAL WITNESS POST, AND 2 FEET NORTH OF A FENCE CORNER. IT IS A NGS DK0479'DISK CRIMPED ON A 3.5 FOOT SECTION OF COPPER WELD ROD ENCASED IN A DK0479'4-INCH IRON PIPE PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK0481 *********************************************************************** DK0481 DESIGNATION - 82 V 35 MSHD RESET 1972 DK0481 PID - DK0481 DK0481 STATE/COUNTY- MS/WASHINGTON DK0481 USGS QUAD - HOLLY RIDGE (1967) DK0481 DK0481 *CURRENT SURVEY CONTROL DK0481 ___________________________________________________________________ DK0481* NAD 83(1986)- 33 25 15. (N) 090 48 27. (W) SCALED DK0481* NAVD 88 - 34.63 (meters) 113.6 (feet) RESET DK0481 ___________________________________________________________________ DK0481 GEOID HEIGHT- -26.49 (meters) GEOID99 DK0481 DK0481 VERT ORDER - THIRD DK0481 DK0481.The horizontal coordinates were scaled from a topographic map and have DK0481.an estimated accuracy of +/- 6 seconds. DK0481 DK0481.The orthometric height was computed from unverified reset data. DK0481 DK0481.The geoid height was determined by GEOID99. DK0481 DK0481; North East Units Estimated Accuracy DK0481;SPC MS W - 434,810. 655,900. MT (+/- 180 meters Scaled) DK0481 DK0481 SUPERSEDED SURVEY CONTROL DK0481 DK0481 NGVD 29 - 34.70 (m) 113.8 (f) RESET 3 DK0481 DK0481.Superseded values are not recommended for survey control. DK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK0481.See file dsdata.txt to determine how the superseded data were derived. DK0481 DK0481_MARKER: DB = BENCH MARK DISK DK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK0481_STAMPING: 82V35 MDH RESET 1972 DK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK0481+STABILITY: SURFACE MOTION DK0481 DK0481 HISTORY - Date Condition Report By DK0481 HISTORY - 1972 MONUMENTED NGS DK0481 HISTORY - 1973 GOOD NGS DK0481 DK0481 STATION DESCRIPTION DK0481 DK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 DK0481'6.0 MI NE FROM LELAND. DK0481'LOCATED 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS DK0481'INTERSECTION WITH U.S. HIGHWAY 61 IN LELAND, 1.3 MILES NORTHEAST OF A DK0481'CROSSROAD, IN THE SE 1/4 OF SEC. 10, T18N, R6W. IT IS 75 FEET NORTH DK0481'OF THE CENTER OF THE NORTH LANE OF U.S. HIGHWAY 82, 21 FEET WEST OF A DK0481'FIELD ROAD, 134 FEET WEST OF A POWER POLE, 145 FEET EAST OF A POWER DK0481'POLE, AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A SHORT ROD TYPE DK0481'MARK ENCASED IN A 6-INCH IRON PIPE PROJECTING 6 INCHES. DK0481 DK0481 STATION RECOVERY (1973) DK0481 DK0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 DK0481'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK1716 *********************************************************************** DK1716 DESIGNATION - B 240 RESET DK1716 PID - DK1716 DK1716 STATE/COUNTY- MS/WASHINGTON DK1716 USGS QUAD - WAYSIDE (1970) DK1716 DK1716 *CURRENT SURVEY CONTROL DK1716 ___________________________________________________________________ DK1716* NAD 83(1986)- 33 18 50. (N) 091 02 40. (W) SCALED DK1716* NAVD 88 - 34.96 (meters) 114.7 (feet) RESET DK1716 ___________________________________________________________________ DK1716 GEOID HEIGHT- -26.40 (meters) GEOID99 DK1716 DK1716 VERT ORDER - THIRD DK1716 DK1716.The horizontal coordinates were scaled from a topographic map and have DK1716.an estimated accuracy of +/- 6 seconds. DK1716 DK1716.The orthometric height was computed from unverified reset data. DK1716.No vertical observational check was made to the station. DK1716 DK1716.The geoid height was determined by GEOID99. DK1716 DK1716; North East Units Estimated Accuracy DK1716;SPC MS W - 423,080. 633,780. MT (+/- 180 meters Scaled) DK1716 DK1716 SUPERSEDED SURVEY CONTROL DK1716 DK1716 NGVD 29 - 35.01 (m) 114.9 (f) RESET 3 DK1716 DK1716.Superseded values are not recommended for survey control. DK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK1716.See file dsdata.txt to determine how the superseded data were derived. DK1716 DK1716_MARKER: DB = BENCH MARK DISK DK1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK1716_STAMPING: B 240 RESET 1980 DK1716_PROJECTION: FLUSH DK1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK1716+STABILITY: SURFACE MOTION DK1716 DK1716 HISTORY - Date Condition Report By DK1716 HISTORY - 1980 MONUMENTED NGS DK1716 DK1716 STATION DESCRIPTION DK1716 DK1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 DK1716'5.0 KM (3.1 MI) NORTH FROM WAYSIDE. DK1716'5.0 KM (3.1 MI) NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN DK1716'WAYSIDE, AT THE JUNCTION OF STATE HIGHWAY 454, ABOUT 91.4 METERS DK1716'(300.0 FT) NORTH-NORTHWEST OF INTERSECTION OF HIGHWAYS, 16.3 METERS DK1716'(53.5 FT) NORTH OF THE CENTER OF OLD CONCRETE ROAD, 52.3 METERS DK1716'(171.5 FT) EAST OF THE CENTER OF GRAVEL DRIVEWAY TO HOUSE, 25.9 METERS DK1716'(85.0 FT) EAST OF THE CENTER OF CONCRETE COVER OF WATER METER, 19.9 DK1716'METERS (65.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE TRAILER, DK1716'AND 0.5 METER (1.6 FT) EAST OF A POWER POLE. DK1716'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK2173 *********************************************************************** DK2173 DESIGNATION - DEERFIELD RESET DK2173 PID - DK2173 DK2173 STATE/COUNTY- MS/WASHINGTON DK2173 USGS QUAD - WAYSIDE (1970) DK2173 DK2173 *CURRENT SURVEY CONTROL DK2173 ___________________________________________________________________ DK2173* NAD 83(1986)- 33 17 40. (N) 091 04 34. (W) SCALED DK2173* NAVD 88 - 36.85 (+/-2cm) 120.9 (feet) VERTCON DK2173 ___________________________________________________________________ DK2173 GEOID HEIGHT- -26.33 (meters) GEOID99 DK2173 DK2173 VERT ORDER - THIRD (See Below) DK2173 DK2173.The horizontal coordinates were scaled from a topographic map and have DK2173.an estimated accuracy of +/- 6 seconds. DK2173 DK2173.The NAVD 88 height was computed by applying the VERTCON shift value to DK2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DK2173.The vertical order pertains to the superseded datum. DK2173 DK2173.The geoid height was determined by GEOID99. DK2173 DK2173; North East Units Estimated Accuracy DK2173;SPC MS W - 420,940. 630,820. MT (+/- 180 meters Scaled) DK2173 DK2173 SUPERSEDED SURVEY CONTROL DK2173 DK2173 NGVD 29 - 36.90 (m) 121.1 (f) RESET 3 DK2173 DK2173.Superseded values are not recommended for survey control. DK2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK2173.See file dsdata.txt to determine how the superseded data were derived. DK2173 DK2173_MARKER: DV = VERTICAL CONTROL DISK DK2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DK2173_STAMPING: PBM DEERFIELD USE RESET 1993 DK2173_MARK LOGO: NGS DK2173_MAGNETIC: N = NO MAGNETIC MATERIAL DK2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK2173+STABILITY: SURFACE MOTION DK2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DK2173+SATELLITE: SATELLITE OBSERVATIONS - 1993 DK2173 DK2173 HISTORY - Date Condition Report By DK2173 HISTORY - 1993 MONUMENTED MSHD DK2173 DK2173 STATION DESCRIPTION DK2173 DK2173'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993 DK2173'3.7 MI (6.0 KM) EAST ALONG STATE HIGHWAY 454 FROM THE JUNCTION OF U.S. DK2173'HIGHWAY 82, ABOUT 1.0 MILE (1.6 KM) EAST OF THE MISSISSIPPI RIVER, TO DK2173'THE JUNCTION OF DEERFIELD ROAD ON THE RIGHT, THEN SOUTH 0.65 MI DK2173'(1.05 KM) ALONG DEERFIELD ROAD TO THE JUNCTION OF LAKE LEE ROAD ON DK2173'THE RIGHT, THEN WEST 0.40 MI (0.64 KM) ALONG LAKE LEE ROAD TO THE DK2173'JUNCTION OF YOLLAND ROAD ON THE LEFT, THEN SOUTH 0.20 MI (0.32 KM) DK2173'ALONG YOLLAND ROAD TO THE JUNCTION OF WALKING HORSE ROAD ON THE RIGHT, DK2173'THEN WEST 0.25 MI (0.40 KM) ALONG WALKING HORSE ROAD TO THE JUNCTION DK2173'OF MORGAN ROAD ON THE LEFT, THEN SOUTH 0.35 MI (0.56 KM) ALONG MORGAN DK2173'ROAD AND GRAVEL DRIVE TO MARK ON THE LEFT, 110.8 FT (33.8 M) NORTH DK2173'NORTHWEST OF THE NORTHWEST CORNER OF PORCH OF HOUSE, 30.0 FT (9.1 M) DK2173'EAST OF THE CENTER OF GRAVEL DRIVE, 30.0 FT (9.1 M) NORTH OF THE DK2173'CENTER OF GRAVEL DRIVEWAY, 7.2 FT (2.2 M) EAST OF GUY WIRE ANCHOR, DK2173'2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, 2.6 FT (0.8 M) WEST DK2173'OF A POWER POLE WITH TWO GUY WIRES AND SET IN TOP OF A ROUND CONCRETE DK2173'MONUMENT, FLUSH WITH THE GROUND, ON PROPERTY OF JIMMY RUSHING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DK2151 *********************************************************************** DK2151 DESIGNATION - L 239 RESET DK2151 PID - DK2151 DK2151 STATE/COUNTY- MS/WASHINGTON DK2151 USGS QUAD - WAYSIDE (1970) DK2151 DK2151 *CURRENT SURVEY CONTROL DK2151 ___________________________________________________________________ DK2151* NAD 83(1986)- 33 17 24. (N) 091 02 20. (W) SCALED DK2151* NAVD 88 - 36.12 (meters) 118.5 (feet) RESET DK2151 ___________________________________________________________________ DK2151 GEOID HEIGHT- -26.37 (meters) GEOID99 DK2151 DK2151 VERT ORDER - THIRD DK2151 DK2151.The horizontal coordinates were scaled from a topographic map and have DK2151.an estimated accuracy of +/- 6 seconds. DK2151 DK2151.The orthometric height was computed from unverified reset data. DK2151.No vertical observational check was made to the station. DK2151 DK2151.The geoid height was determined by GEOID99. DK2151 DK2151; North East Units Estimated Accuracy DK2151;SPC MS W - 420,420. 634,280. MT (+/- 180 meters Scaled) DK2151 DK2151 SUPERSEDED SURVEY CONTROL DK2151 DK2151 NGVD 29 - 36.16 (m) 118.6 (f) RESET 3 DK2151 DK2151.Superseded values are not recommended for survey control. DK2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DK2151.See file dsdata.txt to determine how the superseded data were derived. DK2151 DK2151_MARKER: DV = VERTICAL CONTROL DISK DK2151_SETTING: 34 = CULVERT DK2151_STAMPING: L 239 RESET 1991 DK2151_MARK LOGO: NGS DK2151_MAGNETIC: N = NO MAGNETIC MATERIAL DK2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DK2151+STABILITY: SURFACE MOTION DK2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DK2151+SATELLITE: SATELLITE OBSERVATIONS - 1991 DK2151 DK2151 HISTORY - Date Condition Report By DK2151 HISTORY - 1991 MONUMENTED MSHD DK2151 DK2151 STATION DESCRIPTION DK2151 DK2151'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 DK2151'1.45 MI (2.33 KM) NORTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT DK2151'WAYSIDE, TO THE MARK ON THE LEFT, 0.55 MI (0.89 KM) SOUTHWEST OF DK2151'PAVED ROAD LEADING EAST, 42.8 FT (13.0 M) SOUTHWEST OF THE CENTER OF DK2151'HIGHWAY, SET IN TOP OF THE SOUTHWEST CORNER OF PARAPET OF AN 8 X 14 DK2151'CONCRETE BOX CULVERT OVER DRAINAGE DITCH AND 1.5 FT (0.5 M) BELOW DK2151'LEVEL OF HIGHWAY.