1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW0394 *********************************************************************** BW0394 DESIGNATION - E 19 RESET 1972 BW0394 PID - BW0394 BW0394 STATE/COUNTY- MS/AMITE BW0394 USGS QUAD - PEORIA (1972) BW0394 BW0394 *CURRENT SURVEY CONTROL BW0394 ___________________________________________________________________ BW0394* NAD 83(1986)- 31 10 57. (N) 090 43 21. (W) SCALED BW0394* NAVD 88 - 116.85 (+/-2cm) 383.4 (feet) VERTCON BW0394 ___________________________________________________________________ BW0394 GEOID HEIGHT- -26.66 (meters) GEOID99 BW0394 BW0394 VERT ORDER - THIRD (See Below) BW0394 BW0394.The horizontal coordinates were scaled from a topographic map and have BW0394.an estimated accuracy of +/- 6 seconds. BW0394 BW0394.The NAVD 88 height was computed by applying the VERTCON shift value to BW0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW0394.The vertical order pertains to the superseded datum. BW0394 BW0394.The geoid height was determined by GEOID99. BW0394 BW0394; North East Units Estimated Accuracy BW0394;SPC MS W - 186,580. 662,910. MT (+/- 180 meters Scaled) BW0394 BW0394 SUPERSEDED SURVEY CONTROL BW0394 BW0394 NGVD 29 - 116.86 (m) 383.4 (f) RESET 3 BW0394 BW0394.Superseded values are not recommended for survey control. BW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW0394.See file dsdata.txt to determine how the superseded data were derived. BW0394 BW0394_MARKER: DB = BENCH MARK DISK BW0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW0394_STAMPING: E 19 RESET 1972 BW0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW0394+STABILITY: SURFACE MOTION BW0394 BW0394 HISTORY - Date Condition Report By BW0394 HISTORY - 1972 MONUMENTED NGS BW0394 BW0394 STATION DESCRIPTION BW0394 BW0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 BW0394'5.5 MI E FROM LIBERTY. BW0394'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE COURTHOUSE IN BW0394'LIBERTY, 194.5 FEET WEST SOUTHWEST OF A CROSSROADS, 54 FEET BW0394'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST BW0394'OF THE SOUTHEAST CORNER OF AN OLD BARN, 1.6 FEET NORTHWEST OF A POWER BW0394'LINE POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A BW0394'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE BW0394'CROSSROADS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW1122 *********************************************************************** BW1122 DESIGNATION - V 61 RESET 1970 BW1122 PID - BW1122 BW1122 STATE/COUNTY- MS/AMITE BW1122 USGS QUAD - GLOSTER (1988) BW1122 BW1122 *CURRENT SURVEY CONTROL BW1122 ___________________________________________________________________ BW1122* NAD 83(1986)- 31 10 52. (N) 091 02 24. (W) SCALED BW1122* NAVD 88 - 118.90 (+/-2cm) 390.1 (feet) VERTCON BW1122 ___________________________________________________________________ BW1122 GEOID HEIGHT- -26.70 (meters) GEOID99 BW1122 BW1122 VERT ORDER - THIRD (See Below) BW1122 BW1122.The horizontal coordinates were scaled from a topographic map and have BW1122.an estimated accuracy of +/- 6 seconds. BW1122 BW1122.The NAVD 88 height was computed by applying the VERTCON shift value to BW1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW1122.The vertical order pertains to the superseded datum. BW1122 BW1122.The geoid height was determined by GEOID99. BW1122 BW1122; North East Units Estimated Accuracy BW1122;SPC MS W - 186,570. 632,640. MT (+/- 180 meters Scaled) BW1122 BW1122 SUPERSEDED SURVEY CONTROL BW1122 BW1122 NGVD 29 - 118.88 (m) 390.0 (f) RESET 3 BW1122 BW1122.Superseded values are not recommended for survey control. BW1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW1122.See file dsdata.txt to determine how the superseded data were derived. BW1122 BW1122_MARKER: DB = BENCH MARK DISK BW1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW1122_STAMPING: V 61 1935 RESET 1970 BW1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW1122+STABILITY: SURFACE MOTION BW1122 BW1122 HISTORY - Date Condition Report By BW1122 HISTORY - 1970 MONUMENTED NGS BW1122 BW1122 STATION DESCRIPTION BW1122 BW1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 BW1122'1.5 MI S FROM GLOSTER. BW1122'1.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE RAILROAD BW1122'STATION AT GLOSTER, ON THE SOUTHEAST SIDE OF AND ACROSS A COUNTY ROAD BW1122'FROM THE RAILROAD TRACK, ON THE PROPERTY OF MR. THOMAS J. HAYNES, NEAR BW1122'THE WEST CORNER OF HIS FRONT YARD, NEAR THE NORTH CORNER OF A PASTURE, BW1122'ABOUT 110 FEET NORTH OF A SMALL POND IN THE PASTURE, 55 FEET SOUTHEAST BW1122'OF THE CENTER OF THE COUNTY ROAD, 108 FEET SOUTHEAST OF THE SOUTHEAST BW1122'RAIL OF THE TRACK, 23 FEET SOUTHEAST OF A FENCE CORNER POST, 57 FEET BW1122'SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 59 FEET WEST OF THE WEST BW1122'CORNER OF THE HAYNES HOUSE, 21.5 FEET SOUTHWEST OF THE PROJECTED PLANE BW1122'OF THE SOUTHWEST WALL OF THE HOUSE, 22.5 FEET NORTHWEST OF AN 18 INCH BW1122'PEAR TREE, 47 FEET NORTH OF A POWER LINE POLE IN THE PASTURE, 1 FOOT BW1122'EAST OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A FENCE AND SET IN BW1122'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES AND IS BW1122'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD. SECTION 38. T 3N, R 2E.