1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FF1939 *********************************************************************** FF1939 DESIGNATION - BLACKCAT AZ MK FF1939 PID - FF1939 FF1939 STATE/COUNTY- AR/MISSISSIPPI FF1939 USGS QUAD - PECAN POINT (1970) FF1939 FF1939 *CURRENT SURVEY CONTROL FF1939 ___________________________________________________________________ FF1939* NAD 83(1997)- 35 28 48.78475(N) 090 05 56.79452(W) ADJUSTED FF1939* NAVD 88 - 76.9 (meters) 252. (feet) VERTCON FF1939 ___________________________________________________________________ FF1939 LAPLACE CORR- 1.33 (seconds) DEFLEC99 FF1939 GEOID HEIGHT- -27.57 (meters) GEOID03 FF1939 FF1939 HORZ ORDER - SECOND FF1939 FF1939.The horizontal coordinates were established by classical geodetic methods FF1939.and adjusted by the National Geodetic Survey in September 1999. FF1939 FF1939.The NAVD 88 height was computed by applying the VERTCON shift value to FF1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1939 FF1939.The Laplace correction was computed from DEFLEC99 derived deflections. FF1939 FF1939.The geoid height was determined by GEOID03. FF1939 FF1939; North East Units Scale Factor Converg. FF1939;SPC AR N - 128,901.909 572,487.421 MT 0.99993757 +1 06 22.1 FF1939;SPC TN - 135,035.218 228,120.015 MT 0.99996736 -2 23 59.2 FF1939;SPC TN - 443,028.04 748,423.75 sFT 0.99996736 -2 23 59.2 FF1939;UTM 15 - 3,930,168.658 763,192.216 MT 1.00045372 +1 41 04.9 FF1939 FF1939! - Elev Factor x Scale Factor = Combined Factor FF1939!SPC AR N - 0.99999225 x 0.99993757 = 0.99992982 FF1939!SPC TN - 0.99999225 x 0.99996736 = 0.99995961 FF1939!UTM 15 - 0.99999225 x 1.00045372 = 1.00044597 FF1939 FF1939 SUPERSEDED SURVEY CONTROL FF1939 FF1939 NAD 83(1997)- 35 28 48.78505(N) 090 05 56.79433(W) AD( ) 2 FF1939 NAD 83(1986)- 35 28 48.79575(N) 090 05 56.79388(W) AD( ) 2 FF1939 NAD 27 - 35 28 48.49812(N) 090 05 56.46596(W) AD( ) 2 FF1939 NGVD 29 (07/19/86) 76.9 (m) 252. (f) VERT ANG FF1939 FF1939.Superseded values are not recommended for survey control. FF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1939.See file dsdata.txt to determine how the superseded data were derived. FF1939 FF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6319230169(NAD 83) FF1939_MARKER: DZ = AZIMUTH MARK DISK FF1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT FF1939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FF1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1939+STABILITY: SURFACE MOTION FF1939 FF1939 HISTORY - Date Condition Report By FF1939 HISTORY - 1979 MONUMENTED NGS FF1939 HISTORY - 20050428 POOR USACE FF1939 FF1939 STATION DESCRIPTION FF1939 FF1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) FF1939'THE STATION IS LOCATED ABOUT 4 KILOMETERS (2-1/5 MI.) SOUTHEAST FF1939'OF JOINER, 6.44 KILOMETERS (4 MI.) SOUTH-SOUTHEAST OF BASSETT, FF1939'8.85 KILOMETERS (5-1/2 MI.) EAST OF INTERSTATE HIGHWAY 55 AND FF1939'ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER. PERMISSION WAS FF1939'OBTAINED FROM CHIEF ENGINEER, MR. BURREL B. FAIR, ST. FRANCIS FF1939'LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS. ARKANSAS. 72301. FF1939'TELEPHONE 501-735-1062. FF1939' FF1939'TO REACH THE STATION FROM THE POST OFFICE IN JOINER, GO SOUTH ON FF1939'HIGHWAY 61 FOR 0.5 MILE (0.80 KM.) TO A SIDE ROAD LEFT. TURN FF1939'LEFT, CROSSING RAILROAD TRACKS AND GO EAST FOR 0.1 MILE (0.16 KM.) FF1939'TO WHERE STATE HIGHWAY 118 TURNS NORTH. TURN RIGHT AND GO SOUTH FF1939'ON A PAVED ROAD FOR 0.9 MILE (1.45 KM.) TO A SIDE ROAD LEFT. FF1939'TURN LEFT AND GO EAST FOR 1.75 MILE (2.82 KM.) TO A GRAVEL FF1939'CROSSROAD. TURN RIGHT AND GO SOUTH FOR 1.35 MILES (2.17 KM.) TO FF1939'THE TOP OF A LEVEE AND A GATE ON THE LEFT. TURN LEFT, PASS FF1939'THROUGH THE GATE AND GO NORTHEAST ATOP THE LEVEE FOR 0.1 MILE FF1939'(0.16 KM.) TO THE STATION ON THE LEFT. FF1939' FF1939'THE STATION IS A STANDARD NGS AZIMUTH DISK FF1939'STAMPED---BLACKCAT 1979---, FF1939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FF1939'FLUSH WITH GROUND. IT IS LOCATED FF1939'3.5 METERS EAST FROM THE CENTER OF A GATE AND FF1939'1.3 METERS NORTH FROM A METAL WITNESS POST. FF1939' FF1939'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET. FF1939' FF1939'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS. FF1939 FF1939 STATION RECOVERY (2005) FF1939 FF1939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FF1939'CONCRETE AND STEM INTACT. DISK FOUND LYING NEARBY. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FF1965 *********************************************************************** FF1965 DESIGNATION - DEVIL AZ MK FF1965 PID - FF1965 FF1965 STATE/COUNTY- AR/MISSISSIPPI FF1965 USGS QUAD - FRENCHMANS BAYOU (1992) FF1965 FF1965 *CURRENT SURVEY CONTROL FF1965 ___________________________________________________________________ FF1965* NAD 83(1997)- 35 25 32.29950(N) 090 10 00.56110(W) ADJUSTED FF1965* NAVD 88 - 76.5 (meters) 251. (feet) VERTCON FF1965 ___________________________________________________________________ FF1965 LAPLACE CORR- 0.80 (seconds) DEFLEC99 FF1965 GEOID HEIGHT- -27.55 (meters) GEOID03 FF1965 FF1965 HORZ ORDER - SECOND FF1965 FF1965.The horizontal coordinates were established by classical geodetic methods FF1965.and adjusted by the National Geodetic Survey in September 1999. FF1965 FF1965.The NAVD 88 height was computed by applying the VERTCON shift value to FF1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1965 FF1965.The Laplace correction was computed from DEFLEC99 derived deflections. FF1965 FF1965.The geoid height was determined by GEOID03. FF1965 FF1965; North East Units Scale Factor Converg. FF1965;SPC AR N - 122,731.318 566,456.577 MT 0.99993975 +1 04 00.2 FF1965;SPC TN - 129,244.799 221,722.901 MT 0.99997365 -2 26 21.9 FF1965;SPC TN - 424,030.64 727,435.88 sFT 0.99997365 -2 26 21.9 FF1965;UTM 15 - 3,923,934.506 757,220.911 MT 1.00041543 +1 38 35.3 FF1965 FF1965! - Elev Factor x Scale Factor = Combined Factor FF1965!SPC AR N - 0.99999231 x 0.99993975 = 0.99993206 FF1965!SPC TN - 0.99999231 x 0.99997365 = 0.99996596 FF1965!UTM 15 - 0.99999231 x 1.00041543 = 1.00040774 FF1965 FF1965 SUPERSEDED SURVEY CONTROL FF1965 FF1965 NAD 83(1997)- 35 25 32.29984(N) 090 10 00.56093(W) AD( ) 2 FF1965 NAD 83(1986)- 35 25 32.31084(N) 090 10 00.56093(W) AD( ) 2 FF1965 NAD 27 - 35 25 32.00837(N) 090 10 00.22554(W) AD( ) 2 FF1965 NGVD 29 (07/19/86) 76.5 (m) 251. (f) VERT ANG FF1965 FF1965.Superseded values are not recommended for survey control. FF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1965.See file dsdata.txt to determine how the superseded data were derived. FF1965 FF1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5722123935(NAD 83) FF1965_MARKER: DZ = AZIMUTH MARK DISK FF1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT FF1965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FF1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1965+STABILITY: SURFACE MOTION FF1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1965+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 FF1965 FF1965 HISTORY - Date Condition Report By FF1965 HISTORY - 1979 MONUMENTED NGS FF1965 HISTORY - 20050428 GOOD USACE FF1965 FF1965 STATION DESCRIPTION FF1965 FF1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) FF1965'THE STATION IS LOCATED ABOUT 10.46 KILOMETERS (6-1/2 MI.) FF1965'NORTHEAST OF TURRELL, 4.83 KILOMETERS (3 MI.) SOUTH-SOUTHEAST FF1965'OF FRENCHMENS BAYOU AND ATOP THE WEST LEVEE OF THE MISSISSIPPI FF1965'RIVER. PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, FF1965'MR. BURRELL B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, FF1965'WEST MEMPHIS, ARKANSAS. 72301. TELEPHONE 501-735-1062. FF1965' FF1965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND FF1965'STATE HIGHWAY 308 IN FRENCHMENS BAYOU, GO NORTH ON U.S. HIGHWAY 61 FF1965'FOR 0.1 MILE (0.16 KM.) TO A GRAVEL CROSSROAD. TURN RIGHT AND GO FF1965'0.05 MILE (0.08 KM.), THEN BEAR LEFT ACROSS RAILROAD TRACKS TO A FF1965'FORK. TAKE THE LEFT FORK AND GO EAST FOR 0.1 MILE (0.16 KM.) FF1965'TO A GRAVEL SIDE ROAD RIGHT, JUST AFTER CROSSING A CONCRETE FF1965'BRIDGE. TURN RIGHT AND GO SOUTH AND SOUTHEAST FOR 3.25 MILE FF1965'(5.23 KM.) TO THE TOP OF A LEVEE AND A LOCKED GATE ON THE RIGHT. FF1965'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHWEST ATOP THE LEVEE FF1965'FOR 0.95 MILE (1.53 KM.) TO A GATE. PASS THROUGH THE GATE AND FF1965'CONTINUE ALONG THE TOP OF THE LEVEE FOR 1.3 MILES (2.09 KM.) TO FF1965'STATION DEVIL ON THE RIGHT. CONTINUE SOUTHWEST ATOP THE LEVEE FF1965'FOR 0.2 MILE (0.32 KM.) TO THE AZIMUTH MARK ON THE RIGHT, JUST FF1965'BEFORE REACHING A GATE. FF1965' FF1965'THE STATION IS A STANDARD NGS AZIMUTH DISK FF1965'STAMPED---DEVIL 1979---, FF1965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FF1965'FLUSH WITH GROUND. IT IS LOCATED FF1965'5.8 METERS NORTH FROM THE CENTER OF A GATE, FF1965'2.9 METERS EAST FROM A FENCE. FF1965' FF1965'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET. FF1965' FF1965'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS. FF1965 FF1965 STATION RECOVERY (2005) FF1965 FF1965'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FF1965'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2677 *********************************************************************** FE2677 DESIGNATION - ELMOT FE2677 PID - FE2677 FE2677 STATE/COUNTY- AR/MISSISSIPPI FE2677 USGS QUAD - OSCEOLA (1983) FE2677 FE2677 *CURRENT SURVEY CONTROL FE2677 ___________________________________________________________________ FE2677* NAD 83(1997)- 35 44 41.45994(N) 089 56 33.01460(W) ADJUSTED FE2677* NAVD 88 - 82.8 (meters) 272. (feet) VERTCON FE2677 ___________________________________________________________________ FE2677 LAPLACE CORR- 0.81 (seconds) DEFLEC99 FE2677 GEOID HEIGHT- -27.70 (meters) GEOID03 FE2677 FE2677 HORZ ORDER - FIRST FE2677 FE2677.The horizontal coordinates were established by classical geodetic methods FE2677.and adjusted by the National Geodetic Survey in September 1999. FE2677 FE2677.The NAVD 88 height was computed by applying the VERTCON shift value to FE2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2677 FE2677.The Laplace correction was computed from DEFLEC99 derived deflections. FE2677 FE2677.The geoid height was determined by GEOID03. FE2677 FE2677; North East Units Scale Factor Converg. FE2677;SPC AR N - 158,540.694 586,082.415 MT 0.99993985 +1 11 50.1 FE2677;UTM 16 - 3,959,642.751 233,910.027 MT 1.00047258 -1 43 11.8 FE2677;UTM 15 - 3,959,961.209 776,491.762 MT 1.00054214 +1 47 14.1 FE2677 FE2677! - Elev Factor x Scale Factor = Combined Factor FE2677!SPC AR N - 0.99999134 x 0.99993985 = 0.99993120 FE2677!UTM 16 - 0.99999134 x 1.00047258 = 1.00046392 FE2677!UTM 15 - 0.99999134 x 1.00054214 = 1.00053348 FE2677 FE2677: Primary Azimuth Mark Grid Az FE2677:SPC AR N - ELMOT AZ MK 062 00 52.5 FE2677:UTM 16 - ELMOT AZ MK 064 55 54.4 FE2677:UTM 15 - ELMOT AZ MK 061 25 28.5 FE2677 FE2677|---------------------------------------------------------------------| FE2677| PID Reference Object Distance Geod. Az | FE2677| dddmmss.s | FE2677| FE2714 BURDETTE MUN TANK APPROX. 8.0 KM 0011156.8 | FE2677| FE2717 LUXORA SW BELL RAD MAST APPROX. 2.5 KM 0225621.5 | FE2677| FE2712 LUXORA MUNICIPAL TANK APPROX. 1.9 KM 0395618.0 | FE2677| FE2674 ELMOT AZ MK APPROX. 0.9 KM 0631242.6 | FE2677| FE2675 ELMOT RM 1 27.983 METERS 06325 | FE2677| FE2676 ELMOT RM 2 30.965 METERS 24313 | FE2677|---------------------------------------------------------------------| FE2677 FE2677 SUPERSEDED SURVEY CONTROL FE2677 FE2677 NAD 83(1997)- 35 44 41.46043(N) 089 56 33.01442(W) AD( ) 1 FE2677 NAD 83(1997)- 35 44 41.47060(N) 089 56 33.01304(W) AD( ) 1 FE2677 NAD 83(1986)- 35 44 41.47085(N) 089 56 33.01259(W) AD( ) 1 FE2677 NAD 27 - 35 44 41.19494(N) 089 56 32.69770(W) AD( ) 1 FE2677 NGVD 29 (07/19/86) 82.8 (m) 272. (f) VERT ANG FE2677 FE2677.Superseded values are not recommended for survey control. FE2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2677.See file dsdata.txt to determine how the superseded data were derived. FE2677 FE2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3391059643(NAD 83) FE2677_MARKER: DD = SURVEY DISK FE2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2677_SP_SET: SET IN TOP OF CONCRETE MONUMENT FE2677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FE2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FE2677+STABILITY: SURFACE MOTION FE2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2677+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 FE2677 FE2677 HISTORY - Date Condition Report By FE2677 HISTORY - 1977 MONUMENTED NGS FE2677 HISTORY - 1979 GOOD NGS FE2677 HISTORY - 20050428 GOOD USACE FE2677 FE2677 STATION DESCRIPTION FE2677 FE2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW) FE2677'THE STATION IS LOCATED 1.0 MILES SOUTH-SOUTHWEST OF THE LITTLE FE2677'TOWN OF LUXORA ABOUT 4.0 MILES NORTTH-NORTHEAST OF OSCEOLA, FE2677'ARKANSAS AND IS ON THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS FE2677'IT IS IN THE SE 1/4 OF SECTION 17, T 13 N, R 11 E. AND ON THE FE2677'TOP OF THE LEVEE. FE2677'PERMISSION WAS GRANTED BY THE CHIEF ENGINEER, MR. BURELL B. FE2677'FAIR, P.O.BOX 308, WEST MEMPHIS, ARKANSAS 72301, PHONE FE2677'735-1062. FE2677' FE2677'TO REACH THE STATION FROM THE POST OFFICE AT THE FOUR-WAY FE2677'STOP SIGN IN THE CENTER OF LUXORA, GO SOUTH ON MAIN STREET FE2677'FOR 0.25 MILE TO THE TOP OF LEVEE. TURN RIGHT PASSING THROUGH FE2677'GATE AND GO SOUTH-SOUTHWEST ALONG TOP OF LEVEE FOR 0.95 MILE FE2677'TO MILEPOST 75/76, BENCH MARK G-214, ON THE RIGHT AND THE FE2677'STATION SITE. TO REACH THE AZIMUTH MARK FROM THE STATION, FE2677'GO EAST-NORTHEAST ON THE LEVEE ROAD FOR 0.5 MILE TO THE MARK FE2677'ON THE LEFT. FE2677' FE2677'STATION MARKS, STAMPED---ELMOT 1977---, ARE STANDARD DISKS. FE2677'THE SURFACE DISK IS SET IN FE2677'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FE2677'FLUSH WITH THE GROUND SURFACE. IT IS 5 FEET NORTH-NORTHEAST OF FE2677'A METAL WITNESS POST, 15 FEET NORTH-NORTHWEST OF THE FE2677'APPROXIMATE CENTER OF THE LEVEE ROAD, AND 110 FEET SOUTH WEST FE2677'OF THE FENCELINE. THE UNDERGROUND DISK IS SET IN AN IRREGULAR FE2677'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE. FE2677' FE2677'REFERENCE MARK 1, STAMPED---ELMOT NO 1 1977---, A STANDARD FE2677'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE FE2677'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 2 FE2677'FEET NORTH-NORTH EAST OF A METAL WITNESS POST, 14 FEET FE2677'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD FE2677'AND APPROXIMATELY 108 FEET SOUTHEAST OF A FENCELINE. FE2677' FE2677'REFERENCE MARK 2, STAMPED---ELMOT NO 2 1977---, A STANDARD FE2677'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE FE2677'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. FE2677'IT IS 2 FEET NORTHEAST OF A METAL WITNESS POST, 31 FEET FE2677'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE FE2677'ROAD, AND 100 FEET SOUTHEAST OF A FENCELINE. FE2677' FE2677'AZIMUTH MARK, STAMPED---ELMOT 1977---, IS A STANDARD DISK FE2677'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FE2677'FLUSH WITH THE GROUND SURFACE. IT IS 1 FOOT WEST OF FE2677'A METAL WITNESS POST, 12 FEET NORTHWEST OF THE APPROXIMATE FE2677'CENTER OF THE LEVEE ROAD, AND 105 FEET SOUTHEAST OF A FE2677'FENCELINE. FE2677' FE2677'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARKS, FE2677'REFERENCE MARKS, AND THE AZIMUTH MARK. NO MEASUREMENT BETWEEN FE2677'REFERENCE MARKS DUE TO THE 180 DEGREE ANGLE. FE2677 FE2677 STATION RECOVERY (1979) FE2677 FE2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW) FE2677'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK FE2677'WERE RECOVERED IN GOOD CONDITION. THE DIRECTIONS TO ALL MARKS FE2677'CHECKED THE 1977 DATA. THERE WAS NO DATA AVAILABLE TO CHECK FE2677'PREVIOUS DISTANCES. FE2677'THE STATION IS LOCATED FE2677'ABOUT 2.0 KM SOUTH-SOUTHWEST OF LUXORA, FE2677'7.2 KM NORTHEAST OF OSCEOLA, FE2677'7.6 KM EAST OF INTERSTATE HIGHWAY 55 AND ON TOP FE2677'OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI RIVER. FE2677'PERMISSION FOR THE STATION WAS OBTAINED FROM FE2677'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE FE2677'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, FE2677'WEST MEMPHIS, AR 72301. FE2677'TELEPHONE NUMBER 501-735-1062. FE2677' FE2677'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF FE2677'LUXORA, GO SOUTH ON MAIN STREET FOR 0.4 KM (0.25 MI) FE2677'TO TOP OF LEVEE AND A LOCKED GATE ON THE RIGHT. TURN RIGHT, FE2677'THRU GATE, AND GO SOUTHWEST ALONG TOP OF LEVEE FOR 0.6 KM FE2677'(0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE FE2677'SOUTHWEST ON LEVEE ROAD FOR 0.9 KM (0.55 MI) TO THE FE2677'STATION ON THE RIGHT JUST PAST MILEPOST 75/76. FE2677' FE2677'THE STATION IS A STANDARD NGS DISK FE2677'STAMPED---ELMOT 1977---, FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2677'FLUSH WITH GROUND. IT IS LOCATED FE2677'5.0 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND FE2677'2.2 METERS NORTH FROM A METAL WITNESS POST. FE2677'THE UNDERGROUND MARK IS A STANDARD NGS DISK FE2677'STAMPED---ELMOT 1977---, SET INTO AN IRREGULAR MASS OF FE2677'CONCRETE 1 METER BELOW THE SURFACE. FE2677' FE2677'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK FE2677'STAMPED---ELMOT NO 1 1977---, FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2677'FLUSH WITH GROUND. IT IS LOCATED FE2677'4.3 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND FE2677'0.7 METER WEST FROM A METAL WITNESS POST. FE2677'MARK IS LEVEL WITH STATION. FE2677' FE2677'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK FE2677'STAMPED---ELMOT NO 2 1977---, FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2677'FLUSH WITH GROUND. IT IS LOCATED FE2677'9.4 METERS NORTHWEST FROM CENTER OF LEVEE ROAD AND FE2677'0.6 METER NORTH FROM A METAL WITNESS POST. FE2677'MARK IS BELOW STATION 1 METER. FE2677' FE2677'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK FE2677'STAMPED---ELMOT 1977---, FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2677'FLUSH WITH GROUND. IT IS LOCATED FE2677'34.4 METERS SOUTHEAST FROM A WIRE FENCE AND FE2677'3.7 METERS NORTH-NORTHWEST FROM CENTER OF LEVEE ROAD. FE2677' FE2677'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.0 METERS. FE2677 FE2677 STATION RECOVERY (2005) FE2677 FE2677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2677'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2674 *********************************************************************** FE2674 DESIGNATION - ELMOT AZ MK FE2674 PID - FE2674 FE2674 STATE/COUNTY- AR/MISSISSIPPI FE2674 USGS QUAD - OSCEOLA (1983) FE2674 FE2674 *CURRENT SURVEY CONTROL FE2674 ___________________________________________________________________ FE2674* NAD 83(1997)- 35 44 54.03241(N) 089 56 02.46460(W) ADJUSTED FE2674* NAVD 88 - 82.8 (meters) 272. (feet) VERTCON FE2674 ___________________________________________________________________ FE2674 LAPLACE CORR- 0.79 (seconds) DEFLEC99 FE2674 GEOID HEIGHT- -27.70 (meters) GEOID03 FE2674 FE2674 HORZ ORDER - SECOND FE2674 FE2674.The horizontal coordinates were established by classical geodetic methods FE2674.and adjusted by the National Geodetic Survey in September 1999. FE2674 FE2674.The NAVD 88 height was computed by applying the VERTCON shift value to FE2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2674 FE2674.The Laplace correction was computed from DEFLEC99 derived deflections. FE2674 FE2674.The geoid height was determined by GEOID03. FE2674 FE2674; North East Units Scale Factor Converg. FE2674;SPC AR N - 158,944.147 586,841.667 MT 0.99994002 +1 12 07.9 FE2674;SPC TN - 164,144.103 244,284.694 MT 0.99994952 -2 18 11.3 FE2674;SPC TN - 538,529.44 801,457.37 sFT 0.99994952 -2 18 11.3 FE2674;UTM 16 - 3,960,007.234 234,689.241 MT 1.00046747 -1 42 54.5 FE2674;UTM 15 - 3,960,372.710 777,247.275 MT 1.00054730 +1 47 32.5 FE2674 FE2674! - Elev Factor x Scale Factor = Combined Factor FE2674!SPC AR N - 0.99999136 x 0.99994002 = 0.99993138 FE2674!SPC TN - 0.99999136 x 0.99994952 = 0.99994088 FE2674!UTM 16 - 0.99999136 x 1.00046747 = 1.00045883 FE2674!UTM 15 - 0.99999136 x 1.00054730 = 1.00053866 FE2674 FE2674 SUPERSEDED SURVEY CONTROL FE2674 FE2674 NAD 83(1997)- 35 44 54.03289(N) 089 56 02.46440(W) AD( ) 2 FE2674 NAD 83(1997)- 35 44 54.04305(N) 089 56 02.46302(W) AD( ) 2 FE2674 NAD 83(1986)- 35 44 54.04332(N) 089 56 02.46259(W) AD( ) 2 FE2674 NAD 27 - 35 44 53.76800(N) 089 56 02.14882(W) AD( ) 2 FE2674 NGVD 29 (07/19/86) 82.7 (m) 271. (f) VERT ANG FE2674 FE2674.Superseded values are not recommended for survey control. FE2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2674.See file dsdata.txt to determine how the superseded data were derived. FE2674 FE2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3468960007(NAD 83) FE2674_MARKER: DZ = AZIMUTH MARK DISK FE2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT FE2674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FE2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FE2674+STABILITY: SURFACE MOTION FE2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2674+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 FE2674 FE2674 HISTORY - Date Condition Report By FE2674 HISTORY - 1979 MONUMENTED NGS FE2674 HISTORY - 20050428 GOOD USACE FE2674 FE2674 STATION DESCRIPTION FE2674 FE2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) FE2674'THE STATION IS LOCATED 8.0 KM NORTHEAST OF OSCEOLA, 1.2 KM FE2674'SOUTHEAST OF LUXORA AND ATOP THE WEST LEVEE OF THE MISSISSIPPI FE2674'RIVER. PERMISSION WAS OBTAINED FROM MR. B.B. FAIR, CHIEF FE2674'ENGINEER, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST FE2674'MEMPHIS, AR. 72301. TELEPHONE 501-735-1062. FE2674' FE2674'TO REACH THE STATION FROM THE POST OFFICE IN LUXORA, GO SOUTH ON FE2674'MAIN STREET 0.4 KM (0.25 MI) TO THE TOP OF A LEVEE AND A GATE ON FE2674'THE RIGHT. TURN RIGHT, PASS THROUGH THE GATE AND GO FE2674'SOUTHWESTERLY ALONG THE TOP OF THE LEVEE FOR 0.6 KM (0.4 MI) FE2674'TO THE MARK ON THE RIGHT. FE2674' FE2674'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK FE2674'STAMPED---ELMOT 1979---, FE2674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2674'FLUSH WITH GROUND. IT IS LOCATED FE2674'34.4 METERS SOUTHEAST FROM A WIRE FENCE AND FE2674'3.7 METERS NORTH-NORTHWEST FROM THE CENTER OF A LEVEE ROAD. FE2674' FE2674'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS. FE2674 FE2674 STATION RECOVERY (2005) FE2674 FE2674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2674'CONCRETE HAS BEEN CHIPPED AT ONE CORNER BUT STABLE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2618 *********************************************************************** FE2618 DESIGNATION - HICKMAN FE2618 PID - FE2618 FE2618 STATE/COUNTY- AR/MISSISSIPPI FE2618 USGS QUAD - CHIC (1983) FE2618 FE2618 *CURRENT SURVEY CONTROL FE2618 ___________________________________________________________________ FE2618* NAD 83(1997)- 35 56 14.77384(N) 089 41 29.99058(W) ADJUSTED FE2618* NAVD 88 - 85.6 (meters) 281. (feet) VERTCON FE2618 ___________________________________________________________________ FE2618 LAPLACE CORR- -0.10 (seconds) DEFLEC99 FE2618 GEOID HEIGHT- -28.04 (meters) GEOID03 FE2618 FE2618 HORZ ORDER - FIRST FE2618 FE2618.The horizontal coordinates were established by classical geodetic methods FE2618.and adjusted by the National Geodetic Survey in September 1999. FE2618 FE2618.The NAVD 88 height was computed by applying the VERTCON shift value to FE2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2618 FE2618.The Laplace correction was computed from DEFLEC99 derived deflections. FE2618 FE2618.The geoid height was determined by GEOID03. FE2618 FE2618; North East Units Scale Factor Converg. FE2618;SPC AR N - 180,405.339 608,263.871 MT 0.99995488 +1 20 35.6 FE2618;UTM 16 - 3,980,358.174 257,187.230 MT 1.00032654 -1 34 49.9 FE2618 FE2618! - Elev Factor x Scale Factor = Combined Factor FE2618!SPC AR N - 0.99999097 x 0.99995488 = 0.99994585 FE2618!UTM 16 - 0.99999097 x 1.00032654 = 1.00031751 FE2618 FE2618: Primary Azimuth Mark Grid Az FE2618:SPC AR N - HICKMAN AZ MK 208 55 27.0 FE2618:UTM 16 - HICKMAN AZ MK 211 50 52.5 FE2618 FE2618|---------------------------------------------------------------------| FE2618| PID Reference Object Distance Geod. Az | FE2618| dddmmss.s | FE2618| FE2619 HICKMAN RM 1 27.210 METERS 21016 | FE2618| FE2620 HICKMAN AZ MK APPROX. 1.3 KM 2101602.6 | FE2618| CG3459 HICKMAN RM 2 26.542 METERS 35837 | FE2618|---------------------------------------------------------------------| FE2618 FE2618 SUPERSEDED SURVEY CONTROL FE2618 FE2618 NAD 83(1997)- 35 56 14.77441(N) 089 41 29.99062(W) AD( ) 1 FE2618 NAD 83(1997)- 35 56 14.77572(N) 089 41 29.99037(W) AD( ) 1 FE2618 NAD 83(1986)- 35 56 14.78551(N) 089 41 29.99093(W) AD( ) 1 FE2618 NAD 27 - 35 56 14.51133(N) 089 41 29.70566(W) AD( ) 1 FE2618 NGVD 29 (07/19/86) 85.5 (m) 281. (f) VERT ANG FE2618 FE2618.Superseded values are not recommended for survey control. FE2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2618.See file dsdata.txt to determine how the superseded data were derived. FE2618 FE2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5718780358(NAD 83) FE2618_MARKER: DD = SURVEY DISK FE2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FE2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2618+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 FE2618 FE2618 HISTORY - Date Condition Report By FE2618 HISTORY - 1977 MONUMENTED NGS FE2618 HISTORY - 20050427 GOOD USACE FE2618 FE2618 STATION DESCRIPTION FE2618 FE2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW) FE2618'STATION IS ABOUT 10-1/2 MILES EAST OF BLYTHEVILLE, 6 MILES FE2618'EAST-NORTHEAST OF ARMOREL, ON A POINT OF LAND LOCALLY FE2618'KNOWN AS WRIGHTS POINT AND ON PROPERTY OF THE ST FRANCIS FE2618'LEVEE DISTRICT OF ARKANSAS. PERMISSION GRANTED BY THE CHIEF FE2618'ENGINEER, MR BURRELL B. FAIR, WHOSE ADDRESS IS POST OFFICE FE2618'BOX 308, WEST MEMPHIS, ARKANSAS, 72301, PHONE NUMBER FE2618'735 1062. FE2618' FE2618'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY FE2618'55 AND STATE HIGHWAY 18 AT THE EAST EDGE OF BLYTHEVILLE, GO FE2618'EAST ON HIGHWAY 18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN THE FE2618'COMMUNITY OF ARMOREL. TURN LEFT AND GO NORTH AND EAST ON HIGH- FE2618'WAY 18 FOR 5.1 MILES TO A CROSSROAD IN THE SMALL SETTLEMENT OF FE2618'HICKMAN. CONTINUE EAST ON A GRAVELED ROAD FOR 2.15 MILES TO FE2618'THE TOP OF THE LEVEE. TURN RIGHT AND GO SOUTHERLY ALONG THE FE2618'TOP OF THE LEVEE FOR 0.55 MILE TO A DIRT CROSSROAD AND THE FE2618'STATION ON THE LEFT. FE2618' FE2618'STATION MARKS, STAMPED---HICKMAN 1977---, ARE STANDARD DISKS. FE2618'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 20 FE2618'FEET EAST OF THE NORTH-SOUTH LEVEE ROAD, 19 FEET NORTH OF FE2618'THE EAST-WEST DIRT ROAD AND 6 FEET WEST OF A WITNESS POST. FE2618'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR FE2618'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE. FE2618' FE2618'REFERENCE MARK 1, STAMPED---HICKMAN NO 1 1977---, IS A FE2618'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 10 FE2618'FEET SOUTH OF THE CENTER OF THE LEVEE ROAD AND 2 FEET NORTH OF FE2618'A WITNESS POST. FE2618' FE2618'REFERENCE MARK 2, STAMPED---HICKMAN NO 2 1977---, IS A FE2618'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL FE2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 20 FE2618'FEET SOUTHEAST OF THE WITNESS POST AND 12 FEET NORTH OF THE LEVEE FE2618'ROAD. FE2618' FE2618'AZIMUTH MARK, STAMPED---HICKMAN 1977---, IS A STANDARD DISK FE2618'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FE2618'THAT IS FLUSH WITH THE GROUND. IT IS 13 FEET WEST OF THE FE2618'CENTER OF THE LEVEE ROAD AND 1.7 FEET NORTHEAST OF A FE2618'WITNESS POST. FE2618' FE2618'BM L 213, STAMPED---L 213 1976---, IS A STANDARD BENCH FE2618'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH FE2618'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH FE2618'PLASTIC PIPE WITH A CAP. IT IS 21 FEET NORTH OF THE CENTER FE2618'OF THE LEVEE ROAD 9 FEET WEST OF MILE MARKER 53/54 AND 1.5 FE2618'FEET EAST OF A WITNESS POST. FE2618'TO REACH FROM THE STATION, GO SOUTH AND SOUTHWEST ON THE FE2618'TOP OF THE LEVEE FOR 0.95 MILE TO THE MARK ON THE RIGHT. FE2618' FE2618'BM H 213, STAMPED---H 213 1976---, IS A STANDARD BENCH FE2618'MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH FE2618'COPPER ROD, 3 INCHES BELOW GROUND AND ENCASED IN A 4 INCH FE2618'PLASTIC PIPE WITH A CAP. IT IS 10 FEET SOUTHWEST OF THE FE2618'CENTER OF THE LEVEE ROAD , 7 FEET NORTHEAST OF MILE MARKER FE2618'50/51 AND 1 FOOT NORTHEAST OF A WITNESS POST. FE2618'TO REACH FROM THE STATION GO NORTH AND NORTHWEST ALONG THE TOP FE2618'OF THE LEVEE FOR 1.9 MILES TO THE MARK ON THE LEFT. FE2618' FE2618'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG THE FE2618'TOP OF THE LEVEE FOR 0.9 MILE TO THE MARK ON THE RIGHT. FE2618' FE2618'A 1/2-INCH REINFORCEMENT ROD WAS SET AT THE STATION MARK, FE2618'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK. FE2618'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS. FE2618 FE2618 STATION RECOVERY (2005) FE2618 FE2618'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2618'MARK IS AT SPUR LEVEE. AZ MK IS GOOD. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE9673 *********************************************************************** DE9673 HT_MOD - This is a Height Modernization Survey Station. DE9673 DESIGNATION - MSRVR 03 DE9673 PID - DE9673 DE9673 STATE/COUNTY- AR/MISSISSIPPI DE9673 USGS QUAD - BLYTHEVILLE (1972) DE9673 DE9673 *CURRENT SURVEY CONTROL DE9673 ___________________________________________________________________ DE9673* NAD 83(1997)- 35 53 07.99207(N) 089 55 17.40115(W) ADJUSTED DE9673* NAVD 88 - 77.19 (meters) 253.2 (feet) GPS OBS DE9673 ___________________________________________________________________ DE9673 X - 7,088.085 (meters) COMP DE9673 Y - -5,173,487.672 (meters) COMP DE9673 Z - 3,717,939.557 (meters) COMP DE9673 LAPLACE CORR- 0.25 (seconds) DEFLEC99 DE9673 ELLIP HEIGHT- 49.21 (meters) (01/24/03) GPS OBS DE9673 GEOID HEIGHT- -27.96 (meters) GEOID03 DE9673 DE9673 HORZ ORDER - FIRST DE9673 ELLP ORDER - SECOND CLASS II DE9673 DE9673.The horizontal coordinates were established by GPS observations DE9673.and adjusted by the National Geodetic Survey in January 2003. DE9673 DE9673.The orthometric height was determined by GPS observations and a DE9673.high-resolution geoid model using precise GPS observation and DE9673.processing techniques. DE9673 DE9673.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE9673 DE9673.The Laplace correction was computed from DEFLEC99 derived deflections. DE9673 DE9673.The ellipsoidal height was determined by GPS observations DE9673.and is referenced to NAD 83. DE9673 DE9673.The geoid height was determined by GEOID03. DE9673 DE9673; North East Units Scale Factor Converg. DE9673;SPC AR N - 174,188.066 587,652.225 MT 0.99994972 +1 12 34.1 DE9673;UTM 16 - 3,975,197.929 236,276.155 MT 1.00045710 -1 42 48.5 DE9673;UTM 15 - 3,975,633.433 777,900.367 MT 1.00055174 +1 48 20.4 DE9673 DE9673! - Elev Factor x Scale Factor = Combined Factor DE9673!SPC AR N - 0.99999228 x 0.99994972 = 0.99994200 DE9673!UTM 16 - 0.99999228 x 1.00045710 = 1.00044937 DE9673!UTM 15 - 0.99999228 x 1.00055174 = 1.00054401 DE9673 DE9673 SUPERSEDED SURVEY CONTROL DE9673 DE9673.No superseded survey control is available for this station. DE9673 DE9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3627675198(NAD 83) DE9673_MARKER: A = ALUMINUM MARKER DE9673_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DE9673_STAMPING: MSRVR 03 2001 DE9673_MARK LOGO: USACE DE9673_PROJECTION: RECESSED 15 CENTIMETERS DE9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9673+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005 DE9673_ROD/PIPE-DEPTH: 13.1 meters DE9673_SLEEVE-DEPTH : 0.2 meters DE9673 DE9673 HISTORY - Date Condition Report By DE9673 HISTORY - 2001 MONUMENTED USACE DE9673 HISTORY - 20011010 GOOD 3001 DE9673 HISTORY - 20050509 GOOD USACE DE9673 DE9673 STATION DESCRIPTION DE9673 DE9673'DESCRIBED BY 3001, INC 2001 (KWC) DE9673'THE STATION IS LOCATED IN MISSISSIPPI COUNTY, ARKANSAS. 5.72 MILES DE9673'SOUTHWEST FROM DE9673'GOSNELL, AR. 7.1 MILES NORTHEAST OF DELL, ARK AND 0.40 MILES FROM THE DE9673'INTERSECTION OF DE9673'INTERSTATE 55 AND COUNTY ROAD 286 (EXIT 63). DE9673' DE9673'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND US HWY 61 (EXIT DE9673'63 SOUTH), EXIT DE9673'RIGHT, GO 0.2 MILES TO INTERSECTION OF US HWY 61 AND COUNTY ROAD 286. DE9673'CROSS US HWY 61, DE9673'GOING SOUTH 0.2 MILES TO THE MARK ON THE LEFT. DE9673' DE9673'THE STATION IS LOCATED ON COUNTY ROAD 286, PARALLELING I-55 SOUTH DE9673'BOUND. 61 FEET EAST OF DE9673'A POWER POLE ON THE WEST SIDE OF COUNTY ROAD 286. 117 FEET SOUTHWEST DE9673'OF A YIELD SIGN, DE9673'AND 1 FOOT WEST OF A 4X4 INCH FENCE POST. 1 FOOT WEST OF A CARSONITE DE9673'WITNESS POST. THE DE9673'MARK IS A MEMPHIS C.O.E. ALUMINUM CAP ON AN ALUMINUM ROD, DRIVEN TO A DE9673'DEPTH OF 43 FEET, DE9673'WITH AN ALUMINUM ACCESS COVER AND PLATE SET IN CONCRETE. ACCESS COVER DE9673'STAMPED MS RVR DE9673'03 2001, AND DISK IS STAMPED MS RVR 03 2001 3009900601. DISK IS DE9673'RECESSED 6 INCHES. DE9673' DE9673' DE9673 DE9673 STATION RECOVERY (2005) DE9673 DE9673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH) DE9673'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2684 *********************************************************************** FE2684 DESIGNATION - PLUM AZ MK FE2684 PID - FE2684 FE2684 STATE/COUNTY- AR/MISSISSIPPI FE2684 USGS QUAD - OSCEOLA (1983) FE2684 FE2684 *CURRENT SURVEY CONTROL FE2684 ___________________________________________________________________ FE2684* NAD 83(1997)- 35 41 07.49531(N) 089 57 37.58277(W) ADJUSTED FE2684* NAVD 88 - 82.2 (meters) 270. (feet) VERTCON FE2684 ___________________________________________________________________ FE2684 LAPLACE CORR- 1.12 (seconds) DEFLEC99 FE2684 GEOID HEIGHT- -27.65 (meters) GEOID03 FE2684 FE2684 HORZ ORDER - SECOND FE2684 FE2684.The horizontal coordinates were established by classical geodetic methods FE2684.and adjusted by the National Geodetic Survey in September 1999. FE2684 FE2684.The NAVD 88 height was computed by applying the VERTCON shift value to FE2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2684 FE2684.The Laplace correction was computed from DEFLEC99 derived deflections. FE2684 FE2684.The geoid height was determined by GEOID03. FE2684 FE2684; North East Units Scale Factor Converg. FE2684;SPC AR N - 151,914.272 584,597.110 MT 0.99993749 +1 11 12.5 FE2684;SPC TN - 157,264.535 241,614.483 MT 0.99995175 -2 19 07.0 FE2684;SPC TN - 515,958.73 792,696.85 sFT 0.99995175 -2 19 07.0 FE2684;UTM 16 - 3,953,096.937 232,088.564 MT 1.00048458 -1 43 40.6 FE2684;UTM 15 - 3,953,315.901 775,073.768 MT 1.00053251 +1 46 27.1 FE2684 FE2684! - Elev Factor x Scale Factor = Combined Factor FE2684!SPC AR N - 0.99999143 x 0.99993749 = 0.99992892 FE2684!SPC TN - 0.99999143 x 0.99995175 = 0.99994318 FE2684!UTM 16 - 0.99999143 x 1.00048458 = 1.00047601 FE2684!UTM 15 - 0.99999143 x 1.00053251 = 1.00052394 FE2684 FE2684: Primary Azimuth Mark Grid Az FE2684:SPC AR N - PLUM 160 56 33.3 FE2684:SPC TN - PLUM 164 26 52.8 FE2684:UTM 16 - PLUM 163 51 26.4 FE2684:UTM 15 - PLUM 160 21 18.7 FE2684 FE2684|---------------------------------------------------------------------| FE2684| PID Reference Object Distance Geod. Az | FE2684| dddmmss.s | FE2684| FE2679 PLUM APPROX. 0.7 KM 1620745.8 | FE2684| FE2668 OSCEOLA COMPTON TANK APPROX. 0.9 KM 2732334.9 | FE2684|---------------------------------------------------------------------| FE2684 FE2684 SUPERSEDED SURVEY CONTROL FE2684 FE2684 NAD 83(1997)- 35 41 07.49562(N) 089 57 37.58258(W) AD( ) 2 FE2684 NAD 83(1986)- 35 41 07.50631(N) 089 57 37.58033(W) AD( ) 2 FE2684 NAD 27 - 35 41 07.22681(N) 089 57 37.26381(W) AD( ) 2 FE2684 NGVD 29 (07/19/86) 82.2 (m) 270. (f) VERT ANG FE2684 FE2684.Superseded values are not recommended for survey control. FE2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2684.See file dsdata.txt to determine how the superseded data were derived. FE2684 FE2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3208953097(NAD 83) FE2684_MARKER: DZ = AZIMUTH MARK DISK FE2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2684_SP_SET: SET IN TOP OF CONCRETE MONUMENT FE2684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FE2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FE2684+STABILITY: SURFACE MOTION FE2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2684+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005 FE2684 FE2684 HISTORY - Date Condition Report By FE2684 HISTORY - 1979 MONUMENTED NGS FE2684 HISTORY - 20050428 GOOD USACE FE2684 FE2684 STATION DESCRIPTION FE2684 FE2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) FE2684'THE STATION IS LOCATED ABOUT 1.2 KM SOUTH OF OSCEOLA FE2684'AND ON TOP OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI FE2684'RIVER. FE2684' FE2684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND FE2684'STATE HIGHWAY 140 AT THE SOUTHWEST EDGE OF OSCEOLA, GO EAST ON U. FE2684'S. HIGHWAY 61 FOR 1.0 KM (0.6 MI) TO WHERE U.S. HIGHWAY 61 TURNS FE2684'LEFT. CONTINUE STRAIGHT AHEAD ON WEST KEISEL STREET FOR FE2684'0.6 KM (0.4 MI) TO THE FE2684'JUNCTION OF CHESTNUT STREET. TURN RIGHT AND GO SOUTH ON CHESTNUT FE2684'STREET FOR 0.8 KM (0.5 MI) TO A GRAVELED SIDE ROAD ON THE LEFT. TURN FE2684'LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) OF LEVEE. TURN RIGHT FE2684'AND PASS THRU GATE AND GO 0.3 KM (0.2 MI) TO THE STATION ON THE FE2684'RIGHT. THE STATION IS ON PROPERTY OF THE ST. FRANCIS LEVEE FE2684'DISTRICT. PERMISSION FOR THE STATION WAS GRANTED BY MR. BURRELL FE2684'B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, ARKANSAS, FE2684'PHONE 501/735-1062. FE2684' FE2684'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK FE2684'STAMPED---PLUM 1979---, FE2684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FE2684'FLUSH WITH GROUND. IT IS LOCATED FE2684'3.5 METERS WEST FROM CENTER OF LEVEE ROAD AND FE2684'0.4 METER EAST FROM METAL WITNESS POST. FE2684' FE2684'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS. FE2684 FE2684 STATION RECOVERY (2005) FE2684 FE2684'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2684'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2702 *********************************************************************** FE2702 DESIGNATION - PROMISED FE2702 PID - FE2702 FE2702 STATE/COUNTY- AR/MISSISSIPPI FE2702 USGS QUAD - ROSA (1983) FE2702 FE2702 *CURRENT SURVEY CONTROL FE2702 ___________________________________________________________________ FE2702* NAD 83(1997)- 35 49 54.78533(N) 089 49 59.91240(W) ADJUSTED FE2702* NAVD 88 - 83.7 (meters) 275. (feet) VERTCON FE2702 ___________________________________________________________________ FE2702 LAPLACE CORR- 0.42 (seconds) DEFLEC99 FE2702 GEOID HEIGHT- -27.82 (meters) GEOID03 FE2702 FE2702 HORZ ORDER - FIRST FE2702 FE2702.The horizontal coordinates were established by classical geodetic methods FE2702.and adjusted by the National Geodetic Survey in September 1999. FE2702 FE2702.The NAVD 88 height was computed by applying the VERTCON shift value to FE2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2702 FE2702.The Laplace correction was computed from DEFLEC99 derived deflections. FE2702 FE2702.The geoid height was determined by GEOID03. FE2702 FE2702; North East Units Scale Factor Converg. FE2702;SPC AR N - 168,406.595 595,744.121 MT 0.99994524 +1 15 38.9 FE2702;UTM 16 - 3,969,008.530 244,066.625 MT 1.00040721 -1 39 34.4 FE2702 FE2702! - Elev Factor x Scale Factor = Combined Factor FE2702!SPC AR N - 0.99999124 x 0.99994524 = 0.99993648 FE2702!UTM 16 - 0.99999124 x 1.00040721 = 1.00039844 FE2702 FE2702: Primary Azimuth Mark Grid Az FE2702:SPC AR N - PROMISED AZ MK 007 59 13.3 FE2702:UTM 16 - PROMISED AZ MK 010 54 26.6 FE2702 FE2702|---------------------------------------------------------------------| FE2702| PID Reference Object Distance Geod. Az | FE2702| dddmmss.s | FE2702| FE2701 PROMISED RM 1 21.856 METERS 00914 | FE2702| FE2700 PROMISED AZ MK APPROX. 0.8 KM 0091452.2 | FE2702| CG4102 PROMISED RM 2 22.797 METERS 18920 | FE2702|---------------------------------------------------------------------| FE2702 FE2702 SUPERSEDED SURVEY CONTROL FE2702 FE2702 NAD 83(1997)- 35 49 54.78688(N) 089 49 59.91271(W) AD( ) 1 FE2702 NAD 83(1997)- 35 49 54.79546(N) 089 49 59.91292(W) AD( ) 1 FE2702 NAD 83(1986)- 35 49 54.79621(N) 089 49 59.91158(W) AD( ) 1 FE2702 NAD 27 - 35 49 54.52585(N) 089 49 59.60852(W) AD( ) 1 FE2702 NGVD 29 (07/19/86) 83.6 (m) 274. (f) VERT ANG FE2702 FE2702.Superseded values are not recommended for survey control. FE2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2702.See file dsdata.txt to determine how the superseded data were derived. FE2702 FE2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4406769009(NAD 83) FE2702_MARKER: DD = SURVEY DISK FE2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT FE2702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FE2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2702+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 FE2702 FE2702 HISTORY - Date Condition Report By FE2702 HISTORY - 1977 MONUMENTED NGS FE2702 HISTORY - 1979 GOOD NGS FE2702 HISTORY - 20050427 GOOD USACE FE2702 FE2702 STATION DESCRIPTION FE2702 FE2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW) FE2702'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF FE2702'BLYTHEVILLE, 7-1/2 MILES NORTHEAST OF LUXORA, 7 MILES FE2702'EAST-NORTHEAST OF BURDETTE, IN THE SOUTHWEST 1/4 SECTION FE2702'17, R12E, T14N, ON TOP OF THE LEVEE. FE2702' FE2702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND FE2702'INTERSTATE HIGHWAY 55, ABOUT 2 MILES SOUTH OF BLYTHEVILLE, FE2702'GO SOUTH ON U.S. HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION WITH FE2702'STATE HIGHWAY 120 ON THE LEFT. TURN LEFT AND GO NORTHEAST FE2702'ON STATE HIGHWAY 120 FOR 7 MILES TO THE TOP OF THE LEVEE. FE2702'TURN LEFT, PASSING THROUGH THE GATE, AND GO NORTH ALONG THE FE2702'TOP OF THE LEVEE FOR 1.9 MILES TO A GATE. PASS THROUGH GATE FE2702'AND CONTINUE NORTH ALONG THE TOP OF THE LEVEE FOR 0.35 MILE FE2702'TO BM X 213 ON THE LEFT. CONTINUE AHEAD, NORTH, ON THE LEVEE FE2702'ROAD FOR 0.2 MILE TO A GATE. PASS THROUGH AND CONTINUE FE2702'NORTH ON LEVEE ROAD FOR 0.35 MILE TO THE STATION ON THE FE2702'LEFT. TO REACH THE AZIMUTH MARK FROM THE STATION, FE2702'CONTINUE NORTH ON THE LEVEE ROAD FOR 0.4 MILE TO THE MARK ON FE2702'THE LEFT. FE2702' FE2702'THE STATION MARKS STAMPED---PROMISED 1977---, ARE STANDARD FE2702'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH FE2702'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS FE2702'61 FEET EAST-NORTHEAST OF A TRACK ROAD, 14 FEET WEST OF CENTER FE2702'OF THE LEVEE ROAD AND 4 FEET SOUTHEAST OF A METAL WITNESS FE2702'POST. THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR FE2702'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE. FE2702' FE2702'REFERENCE MARK 1 STAMPED---PROMISED NO 1 1977---, IS SET IN FE2702'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH FE2702'WITH THE GROUND SURFACE. IT IS 9 FEET WEST OF CENTER OF THE FE2702'LEVEE ROAD AND 1.4 FEET NORTHEAST OF A METAL WITNESS POST. FE2702' FE2702'REFERENCE MARK 2, STAMPED---PROMISED NO 2 1977---, IS A FE2702'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE FE2702'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 23 FE2702'FEET WEST OF CENTER OF THE LEVEE ROAD, 20 FEET NORTHEAST OF FE2702'A DIM TRACK ROAD AND 3.5 FEET NORTH OF A METAL WITNESS POST. FE2702' FE2702'AZIMUTH MARK, STAMPED---PROMISED 1977---, IS A STANDARD DISK FE2702'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FE2702'FLUSH WITH THE GROUND SURFACE. IT IS 28 FEET EAST OF CENTER OF FE2702'THE LEVEE ROAD AND 1.4 FEET WEST OF A METAL WITNESS POST. FE2702' FE2702'BM X 213, STAMPED---X 213 1976---, IS A STANDARD FE2702'BENCH MARK DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD FE2702'THAT IS 2 INCHES BELOW THE GROUND SURFACE AND IS FE2702'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP. IT IS FE2702'18 FEET WEST-SOUTHWEST OF CENTER OF THE LEVEE ROAD, 2 FE2702'FEET SOUTH OF CONCRETE MILEPOST 64/65 AND 1 FOOT FE2702'NORTH-NORTHWEST OF A METAL WITNESS POST. FE2702' FE2702'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE FE2702'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK. FE2702'HEIGHT OF LIGHT ABOVE THE MARK WAS 30.3 METERS. FE2702 FE2702 STATION RECOVERY (1979) FE2702 FE2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW) FE2702'THE STATION MARK AND REFERENCE NO 1 AND NO 2 AND AZIMUTH MARK WAS FE2702'FOUND IN GOOD CONDITION. THE DIRECTION TO ALL MARKS CHECK THE FE2702'OLD DATA. NO OLD DISTANCE WAS AVAILABLE AT THIS TIME. FE2702' FE2702'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF BLYTHEVILLE, FE2702'7.5 MILES NORTHEAST OF LUXORA. ON TOP OF THE MAIN LEVEE, ON WEST FE2702'BANK OF MISSISSIPPI RIVER. FE2702' FE2702'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61 AND FE2702'INTERSTATE HIGHWAY 55 ABOUT 2 MILES SOUTH OF BLYTHEVILLE. GO FE2702'SOUTH ON US HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION OF STATE FE2702'ROUTE 120 ON LEFT. TURN LEFT AND GO EAST NORTH AND EAST ON STATE FE2702'ROUTE 120 FOR 7.0 MILES TO THE TOP OF THE LEVEE. TURN LEFT AND FE2702'PASS THROUGH LOCKED BOARD GATE AND GO NORTH ALONG TOP OF LEVEE FE2702'FOR 1.9 MILES TO A BOARD GATE. PASS THROUGH GATE AND CONTINUE FE2702'NORTH ALONG TOP OF LEVEE FOR 0.35 MILE TO BENCH MARK X 213 ON THE FE2702'LEFT. CONTINUE NORTH ON LEVEE FOR 0.2 MILE TO A BOARD GATE. FE2702'PASS THROUGH GATE AND CONTINUE NORTH ON LEVEE FOR 0.35 MILE TO FE2702'THE STATION ON THE LEFT. FE2702' FE2702'THE STATION IS A STANDARD NGS DISK FE2702'STAMPED---PROMISED 1977---, FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FE2702'FLUSH WITH GROUND. IT IS LOCATED FE2702'4.0 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND FE2702'1.6 METERS SOUTH-SOUTHEAST FROM THE METAL WITNESS POST. FE2702' FE2702'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK FE2702'STAMPED---PROMISED NO 1 1977---, FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FE2702'FLUSH WITH GROUND. IT IS LOCATED FE2702'2.8 METERS WEST FROM THE CENTERLINE OF LEVEE AND FE2702'0.55 METER SOUTHWEST FROM THE METAL WITNESS POST. FE2702'MARK IS BELOW STATION 0.5 METER. FE2702'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK FE2702'STAMPED---PROMISED NO 2 1977---, FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FE2702'FLUSH WITH GROUND. IT IS LOCATED FE2702'6.7 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND FE2702'1.0 METERS NORTH FROM THE METAL WITNESS POST. FE2702'MARK IS LEVEL WITH STATION. FE2702' FE2702'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK FE2702'STAMPED---PROMISED 1977---, FE2702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FE2702'FLUSH WITH GROUND. IT IS LOCATED FE2702'8.2 METERS WEST FROM THE CENTERLINE OF THE LEVEE AND FE2702'0.3 METER WEST FROM THE METAL WITNESS POST. FE2702'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG TOP OF FE2702'THE LEVEE FOR 0.45 MILE TO THE MARK ON LEFT. FE2702' FE2702'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO LONG TAPE. FE2702'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.1 METERS. FE2702 FE2702 STATION RECOVERY (2005) FE2702 FE2702'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2702'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2700 *********************************************************************** FE2700 DESIGNATION - PROMISED AZ MK FE2700 PID - FE2700 FE2700 STATE/COUNTY- AR/MISSISSIPPI FE2700 USGS QUAD - ROSA (1983) FE2700 FE2700 *CURRENT SURVEY CONTROL FE2700 ___________________________________________________________________ FE2700* NAD 83(1997)- 35 50 19.41022(N) 089 49 54.98833(W) ADJUSTED FE2700* NAVD 88 - 83.0 (meters) 272. (feet) VERTCON FE2700 ___________________________________________________________________ FE2700 LAPLACE CORR- 0.41 (seconds) DEFLEC99 FE2700 GEOID HEIGHT- -27.83 (meters) GEOID03 FE2700 FE2700 HORZ ORDER - SECOND FE2700 FE2700.The horizontal coordinates were established by classical geodetic methods FE2700.and adjusted by the National Geodetic Survey in September 1999. FE2700 FE2700.The NAVD 88 height was computed by applying the VERTCON shift value to FE2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2700 FE2700.The Laplace correction was computed from DEFLEC99 derived deflections. FE2700 FE2700.The geoid height was determined by GEOID03. FE2700 FE2700; North East Units Scale Factor Converg. FE2700;SPC AR N - 169,168.056 595,850.962 MT 0.99994577 +1 15 41.7 FE2700;UTM 16 - 3,969,763.907 244,212.191 MT 1.00040629 -1 39 32.5 FE2700 FE2700! - Elev Factor x Scale Factor = Combined Factor FE2700!SPC AR N - 0.99999135 x 0.99994577 = 0.99993712 FE2700!UTM 16 - 0.99999135 x 1.00040629 = 1.00039763 FE2700 FE2700 SUPERSEDED SURVEY CONTROL FE2700 FE2700 NAD 83(1997)- 35 50 19.41178(N) 089 49 54.98877(W) AD( ) 2 FE2700 NAD 83(1997)- 35 50 19.42036(N) 089 49 54.98895(W) AD( ) 2 FE2700 NAD 83(1986)- 35 50 19.42109(N) 089 49 54.98763(W) AD( ) 2 FE2700 NAD 27 - 35 50 19.15147(N) 089 49 54.68527(W) AD( ) 2 FE2700 NGVD 29 (07/19/86) 82.9 (m) 272. (f) VERT ANG FE2700 FE2700.Superseded values are not recommended for survey control. FE2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2700.See file dsdata.txt to determine how the superseded data were derived. FE2700 FE2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4421269764(NAD 83) FE2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT FE2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2700+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 FE2700 FE2700 HISTORY - Date Condition Report By FE2700 HISTORY - 1977 MONUMENTED NGS FE2700 HISTORY - 1979 GOOD NGS FE2700 HISTORY - 20050427 GOOD USACE FE2700 FE2700 STATION DESCRIPTION FE2700 FE2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) FE2700'THE STATION WAS RECOVERED IN GOOD CONDITION. FE2700'THE STATION IS LOCATED ABOUT 12.8 KM NORTHEAST OF LUXORA, FE2700'12.1 KM SOUTHEAST OF BLYTHEVILLE, AND ATOP THE MAIN LEVEE FE2700'ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER. PERMISSION FE2700'TO USE THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, FE2700'CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT, FE2700'P.O. BOX 308, WEST MEMPHIS, AR 72301. FE2700'TELEPHONE NUMBER 501-735-1062. FE2700' FE2700'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 55 FE2700'AND U.S. HIGHWAY 61, ABOUT 3.2 KM (2.0 MI) SOUTH OF FE2700'BLYTHEVILLE, GO SOUTH ON U.S. HIGHWAY 61 FOR 11.6 KM FE2700'(7.2 MI) TO THE JUNCTION OF STATE HIGHWAY 120 ON THE LEFT. FE2700'TURN LEFT AND GO EAST, NORTH, AND EAST ON STATE HIGHWAY 120 FE2700'FOR 11.3 KM (7.0 MI) TO THE TOP OF A LEVEE. TURN LEFT FE2700'AND GO NORTH ON THE LEVEE ROAD FOR 5.2 KM (3.25 MI) TO THE FE2700'STATION ON THE LEFT. FE2700' FE2700'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK FE2700'STAMPED---PROMISED 1977---, FE2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FE2700'FLUSH WITH GROUND. IT IS LOCATED FE2700'8.2 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND FE2700'0.3 METER WEST FROM A METAL WITNESS POST. FE2700' FE2700'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS. FE2700 FE2700 STATION RECOVERY (2005) FE2700 FE2700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2700'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 FE2621 *********************************************************************** FE2621 DESIGNATION - SCHOOL 2 AZ MK FE2621 PID - FE2621 FE2621 STATE/COUNTY- AR/MISSISSIPPI FE2621 USGS QUAD - CHIC (1983) FE2621 FE2621 *CURRENT SURVEY CONTROL FE2621 ___________________________________________________________________ FE2621* NAD 83(1997)- 35 57 32.27049(N) 089 43 38.84120(W) ADJUSTED FE2621* NAVD 88 - 78.8 (meters) 259. (feet) VERTCON FE2621 ___________________________________________________________________ FE2621 LAPLACE CORR- 0.08 (seconds) DEFLEC99 FE2621 GEOID HEIGHT- -28.09 (meters) GEOID03 FE2621 FE2621 HORZ ORDER - SECOND FE2621 FE2621.The horizontal coordinates were established by classical geodetic methods FE2621.and adjusted by the National Geodetic Survey in September 1999. FE2621 FE2621.The NAVD 88 height was computed by applying the VERTCON shift value to FE2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FE2621 FE2621.The Laplace correction was computed from DEFLEC99 derived deflections. FE2621 FE2621.The geoid height was determined by GEOID03. FE2621 FE2621; North East Units Scale Factor Converg. FE2621;SPC AR N - 182,718.057 604,980.098 MT 0.99995726 +1 19 20.6 FE2621;UTM 16 - 3,982,836.345 254,024.517 MT 1.00034559 -1 36 08.6 FE2621 FE2621! - Elev Factor x Scale Factor = Combined Factor FE2621!SPC AR N - 0.99999205 x 0.99995726 = 0.99994931 FE2621!UTM 16 - 0.99999205 x 1.00034559 = 1.00033763 FE2621 FE2621 SUPERSEDED SURVEY CONTROL FE2621 FE2621 NAD 83(1997)- 35 57 32.27255(N) 089 43 38.84027(W) AD( ) 2 FE2621 NAD 83(1997)- 35 57 32.27656(N) 089 43 38.83824(W) AD( ) 2 FE2621 NAD 83(1986)- 35 57 32.28103(N) 089 43 38.84201(W) AD( ) 2 FE2621 NAD 27 - 35 57 32.01895(N) 089 43 38.54348(W) AD( ) 2 FE2621 NGVD 29 (07/19/86) 78.7 (m) 258. (f) VERT ANG FE2621 FE2621.Superseded values are not recommended for survey control. FE2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FE2621.See file dsdata.txt to determine how the superseded data were derived. FE2621 FE2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5402582836(NAD 83) FE2621_MARKER: DZ = AZIMUTH MARK DISK FE2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FE2621_SP_SET: CONCRETE POST FE2621_MARK LOGO: CGS FE2621_MAGNETIC: N = NO MAGNETIC MATERIAL FE2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FE2621+STABILITY: SURFACE MOTION FE2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FE2621+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 FE2621 FE2621 HISTORY - Date Condition Report By FE2621 HISTORY - 1955 MONUMENTED CGS FE2621 HISTORY - 19901113 GOOD NGS FE2621 HISTORY - 20050427 GOOD USACE FE2621 FE2621 STATION DESCRIPTION FE2621 FE2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FE2621'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST OF BLYTHEVILLE FE2621'AND 6.4 KM (3.95 MI) NORTHEAST OF ARMOREL. OWNERSHIP-MISSISSIPPI FE2621'COUNTY, JOHN ARCHER, COUNTY SURVEYOR, 219 WEST WALNUT STREET, FE2621'BLYTHEVILLE AR 72315. PHONE IS 501-763-4184. TO REACH THE STATION FE2621'FROM THE POST OFFICE IN ARMOREL. GO NORTHEASTERLY AND NORTH ON STATE FE2621'HIGHWAY 137 FOR 9.78 KM (6.05 MI) TO GRAVELED ROAD ON THE RIGHT. TURN FE2621'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.56 KM (0.35 MI) TO THE FE2621'STATION ON THE RIGHT JUST BEFORE REACHING A DRIVEWAY ON THE LEFT AND FE2621'IN THE NORTH EDGE OF A CULTIVATED FIELD. THE STATION IS LOCATED 39.7 FE2621'M (130.2 FT) WEST FROM THE EXTENDED CENTER OF A DRIVEWAY, 4.9 M FE2621'(16.1 FT) SOUTH FROM THE CENTER OF THE GRAVELED ROAD AND 0.4 M FE2621'(1.3 FT) EAST FROM A METAL WITNESS POST. THE STATION PROJECTS 10-CM FE2621'ABOVE THE GROUND. DESCRIBED BY E.J.HANSMANN. FE2621 FE2621 STATION RECOVERY (2005) FE2621 FE2621'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) FE2621'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DE9689 *********************************************************************** DE9689 HT_MOD - This is a Height Modernization Survey Station. DE9689 DESIGNATION - SP 11 2000 DE9689 PID - DE9689 DE9689 STATE/COUNTY- AR/MISSISSIPPI DE9689 USGS QUAD - ROSA (1983) DE9689 DE9689 *CURRENT SURVEY CONTROL DE9689 ___________________________________________________________________ DE9689* NAD 83(1997)- 35 47 49.68348(N) 089 49 19.76926(W) ADJUSTED DE9689* NAVD 88 - 82.97 (meters) 272.2 (feet) GPS OBS DE9689 ___________________________________________________________________ DE9689 X - 16,075.959 (meters) COMP DE9689 Y - -5,179,217.041 (meters) COMP DE9689 Z - 3,709,990.108 (meters) COMP DE9689 LAPLACE CORR- 0.44 (seconds) DEFLEC99 DE9689 ELLIP HEIGHT- 55.22 (meters) (01/24/03) GPS OBS DE9689 GEOID HEIGHT- -27.73 (meters) GEOID03 DE9689 DE9689 HORZ ORDER - FIRST DE9689 ELLP ORDER - SECOND CLASS II DE9689 DE9689.The horizontal coordinates were established by GPS observations DE9689.and adjusted by the National Geodetic Survey in January 2003. DE9689 DE9689.The orthometric height was determined by GPS observations and a DE9689.high-resolution geoid model using precise GPS observation and DE9689.processing techniques. DE9689 DE9689.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE9689 DE9689.The Laplace correction was computed from DEFLEC99 derived deflections. DE9689 DE9689.The ellipsoidal height was determined by GPS observations DE9689.and is referenced to NAD 83. DE9689 DE9689.The geoid height was determined by GEOID03. DE9689 DE9689; North East Units Scale Factor Converg. DE9689;SPC AR N - 164,574.216 596,836.626 MT 0.99994281 +1 16 02.2 DE9689;UTM 16 - 3,965,123.691 244,962.922 MT 1.00040157 -1 39 05.8 DE9689 DE9689! - Elev Factor x Scale Factor = Combined Factor DE9689!SPC AR N - 0.99999133 x 0.99994281 = 0.99993414 DE9689!UTM 16 - 0.99999133 x 1.00040157 = 1.00039290 DE9689 DE9689 SUPERSEDED SURVEY CONTROL DE9689 DE9689.No superseded survey control is available for this station. DE9689 DE9689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4496365124(NAD 83) DE9689_MARKER: Z = SEE DESCRIPTION DE9689_SETTING: 2 = OBJECT DRIVEN INTO GROUND DE9689_STAMPING: SP-11-2000 DE9689_MARK LOGO: USACE DE9689_MAGNETIC: O = OTHER; SEE DESCRIPTION DE9689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9689+STABILITY: SURFACE MOTION DE9689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9689+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005 DE9689 DE9689 HISTORY - Date Condition Report By DE9689 HISTORY - 2000 MONUMENTED USACE DE9689 HISTORY - 20011010 GOOD 3001 DE9689 HISTORY - 20050509 GOOD USACE DE9689 DE9689 STATION DESCRIPTION DE9689 DE9689'DESCRIBED BY 3001, INC 2001 (KWC) DE9689'THE STATION IS LOCATED WEST OF ODONNELL BEND AND EAST OF HILLCREST ON DE9689'HWY 120. DE9689' DE9689'TO REACH THE STATION FROM THE INTERSECTION OF HWY 61 AND HWY 120 GO DE9689'EAST ALONG HWY DE9689'120 FOR 6.9 MILES TO TOP OF LEVEE. MARK IS ON THE RIGHT. DE9689' DE9689'THE STATION IS LOCATED 39 FEET SOUTH OF CENTERLINE OF HWY 120 AND DE9689'CENTERLINE OF LEVEE. DE9689'18 FEET NORTHWEST OF A LOCKED GATE ACROSS LEVEE AND 2 FEET WEST OF DE9689'FENCE. A MEMPHIS DE9689'DISTRICT C.O.E. ALUMINUM CAP, STAMPED SP-11-2000. STATION IS FLUSH DE9689'WITH GROUND. DE9689' DE9689 DE9689 STATION RECOVERY (2005) DE9689 DE9689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH) DE9689'RECOVERED IN GOOD CONDITION.