1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1569 *********************************************************************** CO1569 DESIGNATION - 45 V 61 RESET CO1569 PID - CO1569 CO1569 STATE/COUNTY- MS/KEMPER CO1569 USGS QUAD - LAUDERDALE (1985) CO1569 CO1569 *CURRENT SURVEY CONTROL CO1569 ___________________________________________________________________ CO1569* NAD 83(1986)- 32 35 30. (N) 088 30 06. (W) SCALED CO1569* NAVD 88 - 78.52 (meters) 257.6 (feet) RESET CO1569 ___________________________________________________________________ CO1569 GEOID HEIGHT- -28.50 (meters) GEOID99 CO1569 CO1569 VERT ORDER - THIRD CO1569 CO1569.The horizontal coordinates were scaled from a topographic map and have CO1569.an estimated accuracy of +/- 6 seconds. CO1569 CO1569.The orthometric height was computed from unverified reset data. CO1569.No vertical observational check was made to the station. CO1569 CO1569.The geoid height was determined by GEOID99. CO1569 CO1569; North East Units Estimated Accuracy CO1569;SPC MS E - 342,810. 331,140. MT (+/- 180 meters Scaled) CO1569 CO1569 SUPERSEDED SURVEY CONTROL CO1569 CO1569 NGVD 29 - 78.51 (m) 257.6 (f) RESET 3 CO1569 CO1569.Superseded values are not recommended for survey control. CO1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1569.See file dsdata.txt to determine how the superseded data were derived. CO1569 CO1569_MARKER: DB = BENCH MARK DISK CO1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1569_STAMPING: 45 V 61 RESET 1985 CO1569_MARK LOGO: NGS CO1569_MAGNETIC: N = NO MAGNETIC MATERIAL CO1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1569+STABILITY: SURFACE MOTION CO1569 CO1569 HISTORY - Date Condition Report By CO1569 HISTORY - 1985 MONUMENTED NGS CO1569 CO1569 STATION DESCRIPTION CO1569 CO1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1569'1.35 MI (2.17 KM) NORTH ALONG OLD HIGHWAY 4 FROM THE POST OFFICE IN CO1569'LAUDERDALE, THENCE 3.65 MI (5.87 KM) NORTH ALONG U.S. HIGHWAY 45 TO CO1569'MARK ON THE LEFT, 34.0 FT (10.4 M) WEST OF THE CENTER OF THE SOUTH CO1569'BOUND LANES OF HIGHWAY, 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF A 20-INCH CO1569'PINE TREE, AND 5.0 FT (1.5 M) NORTH OF A 16-INCH PINE TREE, MARK CO1569'PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1570 *********************************************************************** CO1570 DESIGNATION - 45 V 62 RESET CO1570 PID - CO1570 CO1570 STATE/COUNTY- MS/KEMPER CO1570 USGS QUAD - TAMOLA (1987) CO1570 CO1570 *CURRENT SURVEY CONTROL CO1570 ___________________________________________________________________ CO1570* NAD 83(1986)- 32 36 16. (N) 088 29 56. (W) SCALED CO1570* NAVD 88 - 93.23 (meters) 305.9 (feet) RESET CO1570 ___________________________________________________________________ CO1570 GEOID HEIGHT- -28.52 (meters) GEOID99 CO1570 CO1570 VERT ORDER - THIRD CO1570 CO1570.The horizontal coordinates were scaled from a topographic map and have CO1570.an estimated accuracy of +/- 6 seconds. CO1570 CO1570.The orthometric height was computed from unverified reset data. CO1570.No vertical observational check was made to the station. CO1570 CO1570.The geoid height was determined by GEOID99. CO1570 CO1570; North East Units Estimated Accuracy CO1570;SPC MS E - 344,220. 331,390. MT (+/- 180 meters Scaled) CO1570 CO1570 SUPERSEDED SURVEY CONTROL CO1570 CO1570 NGVD 29 - 93.22 (m) 305.8 (f) RESET 3 CO1570 CO1570.Superseded values are not recommended for survey control. CO1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1570.See file dsdata.txt to determine how the superseded data were derived. CO1570 CO1570_MARKER: DB = BENCH MARK DISK CO1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1570_STAMPING: 45 V 62 RESET 1985 CO1570_MARK LOGO: NGS CO1570_MAGNETIC: N = NO MAGNETIC MATERIAL CO1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1570+STABILITY: SURFACE MOTION CO1570 CO1570 HISTORY - Date Condition Report By CO1570 HISTORY - 1985 MONUMENTED NGS CO1570 CO1570 STATION DESCRIPTION CO1570 CO1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1570'1.35 MI (2.17 KM) NORTH ALONG OLD HIGHWAY 45 FROM THE POST OFFICE IN CO1570'LAUDERDALE, THENCE 4.55 MI (7.32 KM) NORTH ALONG U.S. HIGHWAY 45 TO A CO1570'SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT, 53.0 FT (16.2 M) WEST OF CO1570'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY, 55.0 FT (16.8 M) CO1570'NORTH OF THE CENTER OF A WOODS ROAD, 9.3 FT (2.8 M) SOUTHEAST OF POWER CO1570'POLE NUMBER 443, AND 3.0 FT (0.9 M) WEST-NORTHWEST OF A CONCRETE CO1570'RIGHT-OF-WAY MARKER, MARK PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1571 *********************************************************************** CO1571 DESIGNATION - 45 V 72 RESET CO1571 PID - CO1571 CO1571 STATE/COUNTY- MS/KEMPER CO1571 USGS QUAD - SCOOBA (1973) CO1571 CO1571 *CURRENT SURVEY CONTROL CO1571 ___________________________________________________________________ CO1571* NAD 83(1986)- 32 49 19. (N) 088 27 35. (W) SCALED CO1571* NAVD 88 - 56.59 (meters) 185.7 (feet) RESET CO1571 ___________________________________________________________________ CO1571 GEOID HEIGHT- -28.68 (meters) GEOID99 CO1571 CO1571 VERT ORDER - THIRD CO1571 CO1571.The horizontal coordinates were scaled from a topographic map and have CO1571.an estimated accuracy of +/- 6 seconds. CO1571 CO1571.The orthometric height was computed from unverified reset data. CO1571.No vertical observational check was made to the station. CO1571 CO1571.The geoid height was determined by GEOID99. CO1571 CO1571; North East Units Estimated Accuracy CO1571;SPC MS E - 368,360. 334,980. MT (+/- 180 meters Scaled) CO1571 CO1571 SUPERSEDED SURVEY CONTROL CO1571 CO1571 NGVD 29 - 56.59 (m) 185.7 (f) RESET 3 CO1571 CO1571.Superseded values are not recommended for survey control. CO1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1571.See file dsdata.txt to determine how the superseded data were derived. CO1571 CO1571_MARKER: DS = TRIANGULATION STATION DISK CO1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1571_STAMPING: 45 V 72 RESET 1985 CO1571_MARK LOGO: NGS CO1571_MAGNETIC: N = NO MAGNETIC MATERIAL CO1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1571+STABILITY: SURFACE MOTION CO1571 CO1571 HISTORY - Date Condition Report By CO1571 HISTORY - 1985 MONUMENTED NGS CO1571 CO1571 STATION DESCRIPTION CO1571 CO1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1571'0.6 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1571'HIGHWAY 16 IN SCOOBA TO MARK ON THE RIGHT, 50.5 FT (15.4 M) WEST OF CO1571'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY,3.0 FTSOUTH OF A POWER CO1571'POLE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1572 *********************************************************************** CO1572 DESIGNATION - ELECTRIC 2 CO1572 PID - CO1572 CO1572 STATE/COUNTY- MS/KEMPER CO1572 USGS QUAD - PORTERVILLE (1987) CO1572 CO1572 *CURRENT SURVEY CONTROL CO1572 ___________________________________________________________________ CO1572* NAD 83(1986)- 32 44 34. (N) 088 28 00. (W) SCALED CO1572* NAVD 88 - 74.20 (meters) 243.4 (feet) RESET CO1572 ___________________________________________________________________ CO1572 GEOID HEIGHT- -28.65 (meters) GEOID99 CO1572 CO1572 VERT ORDER - THIRD CO1572 CO1572.The horizontal coordinates were scaled from a topographic map and have CO1572.an estimated accuracy of +/- 6 seconds. CO1572 CO1572.The orthometric height was computed from unverified reset data. CO1572.No vertical observational check was made to the station. CO1572 CO1572.The geoid height was determined by GEOID99. CO1572 CO1572; North East Units Estimated Accuracy CO1572;SPC MS E - 359,570. 334,360. MT (+/- 180 meters Scaled) CO1572 CO1572 SUPERSEDED SURVEY CONTROL CO1572 CO1572 NGVD 29 - 74.17 (m) 243.3 (f) RESET 3 CO1572 CO1572.Superseded values are not recommended for survey control. CO1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1572.See file dsdata.txt to determine how the superseded data were derived. CO1572 CO1572_MARKER: DH = HORIZONTAL CONTROL DISK CO1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1572_STAMPING: ELECTRIC 2 1985 CO1572_MARK LOGO: NGS CO1572_MAGNETIC: N = NO MAGNETIC MATERIAL CO1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1572+STABILITY: SURFACE MOTION CO1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1572+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1993 CO1572 CO1572 HISTORY - Date Condition Report By CO1572 HISTORY - 1985 MONUMENTED NGS CO1572 HISTORY - 19850918 GOOD NGS CO1572 HISTORY - 19930223 SEE DESCRIPTION MSHD CO1572 CO1572 STATION DESCRIPTION CO1572 CO1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1572'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1572'HIGHWAY 16 IN SCOOBA, TO MARK ON THE RIGHT, IN GRASS AREA BETWEEN CO1572'GRAVEL TURN-OUT FOR MAIL BOXES AND HIGHWAY,131.5 FTNORTH OF A METAL CO1572'TELEPHONE CABLE BOX, 90.0 FT (27.4 M) SOUTH-SOUTHEAST OF A POWER POLE CO1572'WITH TRANSFORMER, 36.0 FT (11.0 M) WEST OF THE CENTER OF SOUTH BOUND CO1572'LANES OF HIGHWAY, 28.5 FT (8.7 M) EAST OF A WOODEN MAIL BOX POST, CO1572'MARK IS FLUSH WITH THE GROUND. CO1572 CO1572 STATION RECOVERY (1985) CO1572 CO1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) CO1572'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF PORTERSVILLE, 2 MI CO1572'(3.2 KM) SOUTH OF ELECTRIC MILLS, ON THE RIGHT-OF-WAY OF US HIGHWAY CO1572'45. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 AND STATE CO1572'HIGHWAY 16 IN SCOOBA, GO SOUTH ON US HIGHWAY 45 FOR 4.0 MI (6.4 KM) TO CO1572'ELECTRIC MILLS, CONTINUE SOUTH ON HIGHWAY 45 FOR 1.9 MI (3.1 KM) TO A CO1572'TURN-OUT FOR MAILBOX AND STATION ON THE RIGHT. CO1572'STATION MARKS ARE STANDARD DISKS STAMPED--ELECTRIC 2 1985--. SURFACE CO1572'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. CO1572'IT IS IN GRASS AREA BETWEEN GRAVEL TURN-OUT FOR MAILBOXES AND HIGHWAY, CO1572'40.08 M (131.50 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 27.4 M (89.9 CO1572'FT) SOUTH SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 11.0 M (36.1 CO1572'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF HIGHWAY, 8.7 M (28.5 CO1572'FT) EAST OF WOODEN MAILBOX POST AND 0.46 M (1.51 FT) EAST OF A METAL CO1572'WITNESS POST AND SIGN. REFERENCE MARK NO 3 IS A STANDARD NGS DISK CO1572'STAMPED--ELECTRIC 2 NO 3 1985--, SET IN TOP OF A ROUND CONCRETE POST, CO1572'FLUSH WITH THE GROUND. IT IS 36.4 M (119.4 FT) NORTH NORTHWEST OF CO1572'METAL TELEPHONE CABLE BOX, 30.70 M (100.72 FT) SOUTH OF A POWER POLE CO1572'WITH TRANSFORMER, 19.51 M (64.01 FT) WEST OF THE CENTER OF THE CO1572'SOUTHBOUND LANES OF HIGHWAY AND 3.66 M (12.01 FT) SOUTH OF WOODEN CO1572'MAILBOX POST. REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED CO1572'--ELECTRIC 2 NO 4 1985--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH CO1572'WITH THE GROUND. IT IS 26.46 M (86.81 FT) NORTH OF WOODEN MAILBOX CO1572'POST, 18.14 M (59.51 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF CO1572'HIGHWAY, 9.60 M (31.50 FT) NORTHWEST OF A METAL TELEPHONE CABLE BOX, CO1572'9.08 M (29.79 FT) SOUTH SOUTHWEST OF ANOTHER METAL TELEPHONE CABLE CO1572'BOX, 4.57 M (14.99 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY TO CO1572'HOUSE AND 0.55 M (1.80 FT) SOUTHEAST OF POWER POLE WITH TRANSFORMER. CO1572'AZIMUTH MARK IS A STANDARD DISK STAMPED--ELECTRIC 1955-, SET IN TOP OF CO1572'A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 47.70 M (156.50 CO1572'FT) SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST, 15.91 M (52.20 CO1572'FT) WEST OF THE CENTER OF OLD HIGHWAY 45, 14.93 M (48.98 FT) NORTH OF CO1572'A 10-INCH LONE CEDAR TREE AND 0.30 M (0.98 FT) EAST OF A METAL WITNESS CO1572'POST AND SIGN. TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH CO1572'ON HIGHWAY 45 FOR 0.65 MI (1.05 KM) TO A CROSSROAD, TURN LEFT CROSSING CO1572'HIGHWAY AND GO NORTH ON OLD HIGHWAY FOR 0.15 MI (0.24 KM) TO MARK ON CO1572'THE RIGHT, JUST BEFORE REACHING SIDEROAD ON RIGHT. CO1572 CO1572 STATION RECOVERY (1993) CO1572 CO1572'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993 CO1572'MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS GOING TO BE DESTROYED BY CO1572'HIGHWAY CONSTRUCTION AT THIS TIME. A NEW MARK WAS ESTABLISHED AT THIS CO1572'DATE. SEE DESCRIPTION FOR ELECTRIC 3 1993. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1573 *********************************************************************** CO1573 DESIGNATION - ELECTRIC 2 RM 3 CO1573 PID - CO1573 CO1573 STATE/COUNTY- MS/KEMPER CO1573 USGS QUAD - PORTERVILLE (1987) CO1573 CO1573 *CURRENT SURVEY CONTROL CO1573 ___________________________________________________________________ CO1573* NAD 83(1986)- 32 44 30. (N) 088 28 00. (W) SCALED CO1573* NAVD 88 - 74.35 (meters) 243.9 (feet) RESET CO1573 ___________________________________________________________________ CO1573 GEOID HEIGHT- -28.65 (meters) GEOID99 CO1573 CO1573 VERT ORDER - THIRD CO1573 CO1573.The horizontal coordinates were scaled from a topographic map and have CO1573.an estimated accuracy of +/- 6 seconds. CO1573 CO1573.The orthometric height was computed from unverified reset data. CO1573.No vertical observational check was made to the station. CO1573 CO1573.The geoid height was determined by GEOID99. CO1573 CO1573; North East Units Estimated Accuracy CO1573;SPC MS E - 359,450. 334,360. MT (+/- 180 meters Scaled) CO1573 CO1573 SUPERSEDED SURVEY CONTROL CO1573 CO1573 NGVD 29 - 74.31 (m) 243.8 (f) RESET 3 CO1573 CO1573.Superseded values are not recommended for survey control. CO1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1573.See file dsdata.txt to determine how the superseded data were derived. CO1573 CO1573_MARKER: DR = REFERENCE MARK DISK CO1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1573_STAMPING: ELECTRIC 2 NO 3 1985 CO1573_MARK LOGO: NGS CO1573_MAGNETIC: N = NO MAGNETIC MATERIAL CO1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1573+STABILITY: SURFACE MOTION CO1573 CO1573 HISTORY - Date Condition Report By CO1573 HISTORY - 1985 MONUMENTED NGS CO1573 HISTORY - 19850918 GOOD NGS CO1573 CO1573 STATION DESCRIPTION CO1573 CO1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1573'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1573'HIGHWAY 16 IN SCOOBA, ON THE WEST SIDE OF HIGHWAY, 119.4 FT (36.4 M) CO1573'NORTH-NORTHWEST OF A METAL TELEPHONE CABLE BOX, 100.7 FT (30.7 M) CO1573'SOUTH OF A POWER POLE WITH A TRANSFORMER, 64.0 FT (19.5 M) WEST OF THE CO1573'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY AND 12.0 FT (3.7 M) SOUTH CO1573'OF A WOODEN MAIL BOX POST, MARK IS FLUSH WITH THE GROUND. CO1573 CO1573 STATION RECOVERY (1985) CO1573 CO1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) CO1573'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED ELETRIC 2 NO. 3 CO1573'1985 SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT CO1573'IS 36.4 METERS (119.3 FEET) NORTH NORTHWEST OF METAL TELEPHONE CABLE CO1573'BOX, 30.70 METERS (100.7 FEET) SOUTH OF A POWER POLE WITH TRANSFORMER, CO1573'19.51 METERS (64.0 FEET) WEST OF THE CENTER OF THE SOUTH BOUND LANES CO1573'OF HIGHWAY AND 3.66 METERS (12.0 FEET) SOUTH OF WOODEN MAIL BOX POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1574 *********************************************************************** CO1574 DESIGNATION - ELECTRIC 2 RM 4 CO1574 PID - CO1574 CO1574 STATE/COUNTY- MS/KEMPER CO1574 USGS QUAD - PORTERVILLE (1987) CO1574 CO1574 *CURRENT SURVEY CONTROL CO1574 ___________________________________________________________________ CO1574* NAD 83(1986)- 32 44 34. (N) 088 28 00. (W) SCALED CO1574* NAVD 88 - 74.01 (meters) 242.8 (feet) RESET CO1574 ___________________________________________________________________ CO1574 GEOID HEIGHT- -28.65 (meters) GEOID99 CO1574 CO1574 VERT ORDER - THIRD CO1574 CO1574.The horizontal coordinates were scaled from a topographic map and have CO1574.an estimated accuracy of +/- 6 seconds. CO1574 CO1574.The orthometric height was computed from unverified reset data. CO1574.No vertical observational check was made to the station. CO1574 CO1574.The geoid height was determined by GEOID99. CO1574 CO1574; North East Units Estimated Accuracy CO1574;SPC MS E - 359,570. 334,360. MT (+/- 180 meters Scaled) CO1574 CO1574 SUPERSEDED SURVEY CONTROL CO1574 CO1574 NGVD 29 - 73.97 (m) 242.7 (f) RESET 3 CO1574 CO1574.Superseded values are not recommended for survey control. CO1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1574.See file dsdata.txt to determine how the superseded data were derived. CO1574 CO1574_MARKER: DR = REFERENCE MARK DISK CO1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1574_STAMPING: ELECTRIC 2 NO 4 1985 CO1574_MARK LOGO: NGS CO1574_MAGNETIC: N = NO MAGNETIC MATERIAL CO1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1574+STABILITY: SURFACE MOTION CO1574 CO1574 HISTORY - Date Condition Report By CO1574 HISTORY - 1985 MONUMENTED NGS CO1574 CO1574 STATION DESCRIPTION CO1574 CO1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1574'5.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1574'HIGHWAY 16 IN SCOOBA, ON THE WEST SIDE OF HIGHWAY, 86.8 FT (26.5 M) CO1574'NORTH OF A WOODEN MAIL BOX POST, 59.5 FT (18.1 M) WEST OF THE CENTER CO1574'OF THE SOUTH BOUND LANES OF HIGHWAY, 31.5 FT (9.6 M) NORTHWEST OF A CO1574'METAL TELEPHONE CABLE BOX, 29.8 FT (9.1 M) SOUTH-SOUTHWEST OF A METAL CO1574'TELEPHONE CABLE BOX, 1.8 FT (0.5 M) SOUTHEAST OF A POWER POLE WITH CO1574'TRANSFORMER, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1605 *********************************************************************** CO1605 DESIGNATION - ELECTRIC 3 CO1605 PID - CO1605 CO1605 STATE/COUNTY- MS/KEMPER CO1605 USGS QUAD - PORTERVILLE (1987) CO1605 CO1605 *CURRENT SURVEY CONTROL CO1605 ___________________________________________________________________ CO1605* NAD 83(1986)- 32 44 34. (N) 088 28 01. (W) SCALED CO1605* NAVD 88 - 74.27 (+/-2cm) 243.7 (feet) VERTCON CO1605 ___________________________________________________________________ CO1605 GEOID HEIGHT- -28.65 (meters) GEOID99 CO1605 CO1605 VERT ORDER - THIRD (See Below) CO1605 CO1605.The horizontal coordinates were scaled from a topographic map and have CO1605.an estimated accuracy of +/- 6 seconds. CO1605 CO1605.The NAVD 88 height was computed by applying the VERTCON shift value to CO1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CO1605.The vertical order pertains to the superseded datum. CO1605 CO1605.The geoid height was determined by GEOID99. CO1605 CO1605; North East Units Estimated Accuracy CO1605;SPC MS E - 359,570. 334,340. MT (+/- 180 meters Scaled) CO1605 CO1605 SUPERSEDED SURVEY CONTROL CO1605 CO1605 NGVD 29 - 74.23 (m) 243.5 (f) RESET 3 CO1605 CO1605.Superseded values are not recommended for survey control. CO1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1605.See file dsdata.txt to determine how the superseded data were derived. CO1605 CO1605_MARKER: DH = HORIZONTAL CONTROL DISK CO1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1605_STAMPING: ELECTRIC 3 1993 CO1605_MARK LOGO: NGS CO1605_MAGNETIC: N = NO MAGNETIC MATERIAL CO1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1605+STABILITY: SURFACE MOTION CO1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1605+SATELLITE: SATELLITE OBSERVATIONS - 1993 CO1605 CO1605 HISTORY - Date Condition Report By CO1605 HISTORY - 1993 MONUMENTED MSHD CO1605 CO1605 STATION DESCRIPTION CO1605 CO1605'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993 CO1605'5.9 MI (9.5 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1605'HIGHWAY 16 IN SCOOBA, TO THE MARK ON THE RIGHT, IN LAWN AREA BETWEEN CO1605'TWO HOUSES, 126.0 FT (38.4 M) WEST OF THE CENTER OF THE NEW SOUTH CO1605'BOUND LANES OF HIGHWAY, 67.9 FT (20.7 M) SOUTH OF A POWER POLE WITH CO1605'TRANSFORMER, 52.0 FT (15.8 M) SOUTH OF THE CENTER OF GRAVEL DRIVEWAY, CO1605'36.2 FT (11.0 M) EAST OF THE EAST EDGE OF A 5 X 5 FOOT (1.5 M) CO1605'CONCRETE SLAB, 31.5 FT (9.6 M) EAST SOUTHEAST OF A 36 INCH PINE TREE, CO1605'20.2 FT (6.2 M) NORTH OF A WOODEN MAIL BOX POST AND 2.3 FT (0.7 M) CO1605'WEST OF AN OVERHEAD POWER CABLE. SET IN TOP OF A ROUND CONCRETE CO1605'MONUMENT, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1575 *********************************************************************** CO1575 DESIGNATION - SCOOBA 2 CO1575 PID - CO1575 CO1575 STATE/COUNTY- MS/KEMPER CO1575 USGS QUAD - SCOOBA (1973) CO1575 CO1575 *CURRENT SURVEY CONTROL CO1575 ___________________________________________________________________ CO1575* NAD 83(1986)- 32 49 49. (N) 088 27 40. (W) SCALED CO1575* NAVD 88 - 69.33 (meters) 227.5 (feet) RESET CO1575 ___________________________________________________________________ CO1575 GEOID HEIGHT- -28.67 (meters) GEOID99 CO1575 CO1575 VERT ORDER - THIRD CO1575 CO1575.The horizontal coordinates were scaled from a topographic map and have CO1575.an estimated accuracy of +/- 6 seconds. CO1575 CO1575.The orthometric height was computed from unverified reset data. CO1575.No vertical observational check was made to the station. CO1575 CO1575.The geoid height was determined by GEOID99. CO1575 CO1575; North East Units Estimated Accuracy CO1575;SPC MS E - 369,280. 334,850. MT (+/- 180 meters Scaled) CO1575 CO1575 SUPERSEDED SURVEY CONTROL CO1575 CO1575 NGVD 29 - 69.32 (m) 227.4 (f) RESET 3 CO1575 CO1575.Superseded values are not recommended for survey control. CO1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1575.See file dsdata.txt to determine how the superseded data were derived. CO1575 CO1575_MARKER: DS = TRIANGULATION STATION DISK CO1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1575_STAMPING: SCOOBA 2 1985 CO1575_MARK LOGO: NGS CO1575_PROJECTION: FLUSH CO1575_MAGNETIC: N = NO MAGNETIC MATERIAL CO1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1575+STABILITY: SURFACE MOTION CO1575 CO1575 HISTORY - Date Condition Report By CO1575 HISTORY - 1985 MONUMENTED NGS CO1575 HISTORY - 19850621 GOOD NGS CO1575 CO1575 STATION DESCRIPTION CO1575 CO1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1575'0.15 MILE EAST ALONG A PAVED ROAD, NORTH OF HIGHWAY 16 EAST FROM THE CO1575'JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 16 IN SCOOBA TO MARK ON CO1575'THE LEFT, 216.0 FT (65.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF CO1575'CONCRETE BLOCK HOUSE, 143.0 FT (43.6 M) WEST-NORTHWEST OF A FIRE CO1575'HYDRANT, 69.5 FT (21.2 M) NORTH OF THE CENTER OF PAVED ROAD, 6.3 FT CO1575'(1.9 M) NORTH OF A POWER POLE WITH TRANSFORMER, MARK IS FLUSH WITH CO1575'THE GROUND. CO1575 CO1575 STATION RECOVERY (1985) CO1575 CO1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) CO1575'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF SCOOBA, ON THE NORTH CO1575'RIGHT OF WAY OF A PAVED COUNTY ROAD. TO REACH FROM THE JUNCTION OF US CO1575'HIGHWAY 45 AND STATE HIGHWAY 16 WEST AT SCOOBA, GO EAST ON PAVED ROAD, CO1575'NORTH OF HIGHWAY 16 EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE CO1575'LEFT. CO1575'STATION MARKS ARE STANDARD NGS DISKS STAMPED--SCOOBA 2 1985--. SURFACE CO1575'MARK IS SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT CO1575'IS 65.84 M (216.01 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE CO1575'BLOCK HOUSE, 43.59 M (143.01 FT) WEST NORTHWEST OF A FIRE HYDRANT, CO1575'21.18 M (69.49 FT) NORTH OF THE CENTER OF PAVED ROAD, 7.01 M (23.00 CO1575'FT) EAST NORTHEAST OF A SINGLE GUY-WIRE BASE, 1.92 M (6.30 FT) NORTH CO1575'OF A POWER POLE WITH TRANSFORMER AND 0.46 M (1.51 FT) WEST OF A CO1575'CARSONITE WITNESS POST. REFERENCE MARK NO3 IS A STANDARD NGS DISK, CO1575'STAMPED SCOOBA 2 NO 3 1985, SET IN TOP OF A ROUND CONCRETE POST, FLUSH CO1575'WITH THE GROUND. IT IS 49.22 M (161.48 FT) WEST SOUTHWEST OF THE CO1575'SOUTHWEST CORNER OF CONCRETE BLOCK HOUSE, 38.56 M (126.51 FT) CO1575'NORTHWEST OF A FIRE HYDRANT, 20.12 M (66.01 FT) NORTH NORTHEAST OF A CO1575'POWER POLE WITH TRANSFORMER AND 0.30 M (0.98 FT) SOUTH OF A CARSONITE CO1575'WITNESS POST. REFERENCE MARK NO4 IS A STANDARD NGS DISK, STAMPED CO1575'SCOOBA 2 NO 4 1985, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITHE CO1575'THE GROUND. IT IS 34.11 M (111.91 FT) SOUTHWEST OF A POWER POLE, CO1575'14.02 M (46.00 FT) SOUTH OF AN OVERHEAD POWER CABLE, 12.50 M (41.01 CO1575'FT) NORTH OF THE CENTER OF PAVED ROAD, 7.77 M (25.49 FT) EAST OF THE CO1575'CENTER OF DRIVEWAY TO HOUSE, 0.76 M (2.49 FT) WEST OF A FIRE HYDRANT CO1575'AND 0.30 M (0.98 FT) NORTH OF A CARSONITE WITNESS POST. AZIMUTH MARK CO1575'IS A STANDARD NGS DISK, STAMPED SCOOBA 2 1985, SET IN TOP OF A ROUND CO1575'CONCRETE POST, FLUSH WITH THE GROUND. IT IS ON PROPERTY OF THE KEMPER CO1575'COUNTY SCHOOL, 12.07 M (39.60 FT) SOUTH SOUTHWEST OF THE NORTHWEST CO1575'CORNER OF THE NORTH BUILDING OF SCHOOL COMPLEX, 11.73 M (38.48 FT) CO1575'SOUTHEAST OF THE FLAG POLE, 3.05 M (10.01 FT) NORTH NORTHWEST OF THE CO1575'SOUTHWEST CORNER OF THE NORTH BUILDING, 1.68 M (5.51 FT) SOUTH OF A CO1575'LONE 8 INCH CEDAR TREE AND 1.52 M (4.99 FT) EAST OF THE EAST CONCRETE CO1575'CURB OF DRIVEWAY ALONG WEST SIDE OF BUILDING. TO REACH AZIMUTH FROM CO1575'THE STATION, GO EAST ON PAVED ROAD FOR 0.15 MI (0.24 KM) TO CONCRETE CO1575'DRIVEWAY ON RIGHT TO SCHOOL, TURN RIGHT AND GO EASTERLY ACROSS PARKING CO1575'AREA FOR 0.1 MI (0.2 KM) TO THE NORTHEAST BUILDING OF SCHOOL COMPLEX CO1575'AND MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1576 *********************************************************************** CO1576 DESIGNATION - SCOOBA 2 RM 3 CO1576 PID - CO1576 CO1576 STATE/COUNTY- MS/KEMPER CO1576 USGS QUAD - SCOOBA (1973) CO1576 CO1576 *CURRENT SURVEY CONTROL CO1576 ___________________________________________________________________ CO1576* NAD 83(1986)- 32 49 49. (N) 088 27 40. (W) SCALED CO1576* NAVD 88 - 69.29 (meters) 227.3 (feet) RESET CO1576 ___________________________________________________________________ CO1576 GEOID HEIGHT- -28.67 (meters) GEOID99 CO1576 CO1576 VERT ORDER - THIRD CO1576 CO1576.The horizontal coordinates were scaled from a topographic map and have CO1576.an estimated accuracy of +/- 6 seconds. CO1576 CO1576.The orthometric height was computed from unverified reset data. CO1576.No vertical observational check was made to the station. CO1576 CO1576.The geoid height was determined by GEOID99. CO1576 CO1576; North East Units Estimated Accuracy CO1576;SPC MS E - 369,280. 334,850. MT (+/- 180 meters Scaled) CO1576 CO1576 SUPERSEDED SURVEY CONTROL CO1576 CO1576 NGVD 29 - 69.28 (m) 227.3 (f) RESET 3 CO1576 CO1576.Superseded values are not recommended for survey control. CO1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1576.See file dsdata.txt to determine how the superseded data were derived. CO1576 CO1576_MARKER: DR = REFERENCE MARK DISK CO1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1576_STAMPING: SCOOBA 2 NO 3 1985 CO1576_MARK LOGO: NGS CO1576_MAGNETIC: N = NO MAGNETIC MATERIAL CO1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1576+STABILITY: SURFACE MOTION CO1576 CO1576 HISTORY - Date Condition Report By CO1576 HISTORY - 1985 MONUMENTED NGS CO1576 CO1576 STATION DESCRIPTION CO1576 CO1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1576'0.15 MILE EAST ALONG A PAVED ROAD, NORTH OF HIGHWAY 16 EAST, FROM THE CO1576'JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 16 WEST IN SCOOBA TO CO1576'THE MARK ON THE LEFT, 161.5 FT (49.2 M) WEST-SOUTHWEST OF THE CO1576'SOUTHWEST CORNER OF CONCRETE BLOCK HOUSE, 126.5 FT (38.6 M) NORTHWEST CO1576'OF A FIRE HYDRANT, 66.0 FT (20.1 M) NORTH-NORTHEAST OF A POWER POLE CO1576'WITH TRANSFORMER, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1577 *********************************************************************** CO1577 DESIGNATION - SCOOBA 2 RM 4 CO1577 PID - CO1577 CO1577 STATE/COUNTY- MS/KEMPER CO1577 USGS QUAD - SCOOBA (1973) CO1577 CO1577 *CURRENT SURVEY CONTROL CO1577 ___________________________________________________________________ CO1577* NAD 83(1986)- 32 49 49. (N) 088 27 40. (W) SCALED CO1577* NAVD 88 - 69.20 (meters) 227.0 (feet) RESET CO1577 ___________________________________________________________________ CO1577 GEOID HEIGHT- -28.67 (meters) GEOID99 CO1577 CO1577 VERT ORDER - THIRD CO1577 CO1577.The horizontal coordinates were scaled from a topographic map and have CO1577.an estimated accuracy of +/- 6 seconds. CO1577 CO1577.The orthometric height was computed from unverified reset data. CO1577.No vertical observational check was made to the station. CO1577 CO1577.The geoid height was determined by GEOID99. CO1577 CO1577; North East Units Estimated Accuracy CO1577;SPC MS E - 369,280. 334,850. MT (+/- 180 meters Scaled) CO1577 CO1577 SUPERSEDED SURVEY CONTROL CO1577 CO1577 NGVD 29 - 69.20 (m) 227.0 (f) RESET 3 CO1577 CO1577.Superseded values are not recommended for survey control. CO1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1577.See file dsdata.txt to determine how the superseded data were derived. CO1577 CO1577_MARKER: DR = REFERENCE MARK DISK CO1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1577_STAMPING: SCOOBA 2 NO 4 1985 CO1577_MARK LOGO: NGS CO1577_MAGNETIC: N = NO MAGNETIC MATERIAL CO1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1577+STABILITY: SURFACE MOTION CO1577 CO1577 HISTORY - Date Condition Report By CO1577 HISTORY - 1985 MONUMENTED NGS CO1577 CO1577 STATION DESCRIPTION CO1577 CO1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 CO1577'0.15 MILE EAST ALONG A PAVED ROAD NORTH OF HIGHWAY 16 EAST, FROM THE CO1577'JUNCTION OF U.S. HIGHWAY 4 AND STATE HIGHWAY 16 WEST IN SCOOBA, TO CO1577'THE MARK ON THE LEFT, 111.9 FT (34.1 M) SOUTHWEST OF A POWER POLE, CO1577'46.0 FT (14.0 M) SOUTH OF OVER-HEAD POWER CABLE, 41.0 FT (12.5 M) CO1577'NORTH OF THE CENTER OF PAVED ROAD, 25.5 FT (7.8 M) EAST OF THE CENTER CO1577'OF DRIVEWAY TO HOUSE AND 2.5 FT (0.8 M) WEST OF A FIRE HYDRANT, MARK CO1577'IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO0664 *********************************************************************** CO0664 DESIGNATION - X 71 RESET 1952 CO0664 PID - CO0664 CO0664 STATE/COUNTY- MS/KEMPER CO0664 USGS QUAD - DE KALB (1982) CO0664 CO0664 *CURRENT SURVEY CONTROL CO0664 ___________________________________________________________________ CO0664* NAD 83(1986)- 32 46 31. (N) 088 41 59. (W) SCALED CO0664* NAVD 88 - 124.26 (meters) 407.7 (feet) RESET CO0664 ___________________________________________________________________ CO0664 GEOID HEIGHT- -28.38 (meters) GEOID99 CO0664 CO0664 VERT ORDER - THIRD CO0664 CO0664.The horizontal coordinates were scaled from a topographic map and have CO0664.an estimated accuracy of +/- 6 seconds. CO0664 CO0664.The orthometric height was computed from unverified reset data. CO0664 CO0664.The geoid height was determined by GEOID99. CO0664 CO0664; North East Units Estimated Accuracy CO0664;SPC MS E - 363,130. 312,520. MT (+/- 180 meters Scaled) CO0664 CO0664 SUPERSEDED SURVEY CONTROL CO0664 CO0664 NGVD 29 - 124.23 (m) 407.6 (f) RESET 3 CO0664 CO0664.Superseded values are not recommended for survey control. CO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0664.See file dsdata.txt to determine how the superseded data were derived. CO0664 CO0664_MARKER: DB = BENCH MARK DISK CO0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO0664_STAMPING: X 71 RESET 1952 CO0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0664+STABILITY: SURFACE MOTION CO0664 CO0664 HISTORY - Date Condition Report By CO0664 HISTORY - 1952 MONUMENTED MSHD CO0664 CO0664 STATION DESCRIPTION CO0664 CO0664'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1952 CO0664'3.3 MI W FROM DE KALB. CO0664'3.3 MILES WEST ALONG THE DE KALB-LOUISVILLE ROAD (OLD PHILADELPHIA-DE CO0664'KALB ROAD) FROM THE COURTHOUSE AT DE KALB, KEMPER COUNTY, AT THE CO0664'JUNCTION OF THE ROAD TO PHILADELPHIA, 61.1 FEET SOUTH OF THE SOUTH END CO0664'OF A 3- BY 6-FOOT CONCRETE CULVERT UNDER THE DE KALB-LOUISVILLE ROAD, CO0664'AND 89.5 FEET EAST OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT CO0664'UNDER THE PHILADELPHIA ROAD. A STANDARD DISK, STAMPED X 71 RESET 1952 CO0664'AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO0666 *********************************************************************** CO0666 DESIGNATION - Y 71 RESET 1939 CO0666 PID - CO0666 CO0666 STATE/COUNTY- MS/KEMPER CO0666 USGS QUAD - DE KALB (1982) CO0666 CO0666 *CURRENT SURVEY CONTROL CO0666 ___________________________________________________________________ CO0666* NAD 83(1986)- 32 46 02. (N) 088 39 05. (W) SCALED CO0666* NAVD 88 - 143.38 (meters) 470.4 (feet) RESET CO0666 ___________________________________________________________________ CO0666 GEOID HEIGHT- -28.44 (meters) GEOID99 CO0666 CO0666 VERT ORDER - THIRD CO0666 CO0666.The horizontal coordinates were scaled from a topographic map and have CO0666.an estimated accuracy of +/- 6 seconds. CO0666 CO0666.The orthometric height was computed from unverified reset data. CO0666 CO0666.The geoid height was determined by GEOID99. CO0666 CO0666; North East Units Estimated Accuracy CO0666;SPC MS E - 362,240. 317,050. MT (+/- 180 meters Scaled) CO0666 CO0666 SUPERSEDED SURVEY CONTROL CO0666 CO0666 NGVD 29 - 143.35 (m) 470.3 (f) RESET 3 CO0666 CO0666.Superseded values are not recommended for survey control. CO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0666.See file dsdata.txt to determine how the superseded data were derived. CO0666 CO0666_MARKER: DB = BENCH MARK DISK CO0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO0666_STAMPING: Y 71 RESET 1939 CO0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0666+STABILITY: SURFACE MOTION CO0666 CO0666 HISTORY - Date Condition Report By CO0666 HISTORY - 1940 MONUMENTED MSHD CO0666 HISTORY - 1963 MARK NOT FOUND NGS CO0666 CO0666 STATION DESCRIPTION CO0666 CO0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 CO0666'1.4 MI W FROM DE KALB. CO0666'1.4 MILES WEST ALONG THE PHILADELPHIA-DE KALB HIGHWAY (STATE HIGHWAY CO0666'16) FROM THE INTERSECTION OF A GRAVEL ROAD LEADING TO SHUQUALAK (THIS CO0666'INTERSECTION IS NEAR THE WATER TANK) AT DE KALB, KEMPER COUNTY, 350 CO0666'FEET WEST OF A 3-BY 3-FOOT CONCRETE CULVERT, 100 FEET SOUTH OF A LARGE CO0666'OAK TREE, 75 FEET SOUTHEAST OF AN APPLE TREE, 60 FEET NORTH OF THE CO0666'CENTERLINE OF THE HIGHWAY, AND NEAR A DRIVEWAY LEADING TO A HOUSE. A CO0666'STANDARD DISK, STAMPED Y 71 RESET 1939 AND SET IN THE TOP OF A CO0666'CONCRETE POST.