1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH0983 *********************************************************************** EH0983 DESIGNATION - BANQUETTE EH0983 PID - EH0983 EH0983 STATE/COUNTY- AR/LEE EH0983 USGS QUAD - STUBBS ISLAND (1982) EH0983 EH0983 *CURRENT SURVEY CONTROL EH0983 ___________________________________________________________________ EH0983* NAD 83(1997)- 34 41 23.40702(N) 090 35 48.93200(W) ADJUSTED EH0983* NAVD 88 - 58.9 (meters) 193. (feet) VERTCON EH0983 ___________________________________________________________________ EH0983 LAPLACE CORR- -0.63 (seconds) DEFLEC99 EH0983 GEOID HEIGHT- -26.96 (meters) GEOID03 EH0983 EH0983 HORZ ORDER - SECOND EH0983 EH0983.The horizontal coordinates were established by classical geodetic methods EH0983.and adjusted by the National Geodetic Survey in September 1999. EH0983 EH0983.The NAVD 88 height was computed by applying the VERTCON shift value to EH0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH0983 EH0983.The Laplace correction was computed from DEFLEC99 derived deflections. EH0983 EH0983.The geoid height was determined by GEOID03. EH0983 EH0983; North East Units Scale Factor Converg. EH0983;SPC AR S - 625,281.643 528,559.420 MT 0.99998377 +0 47 07.0 EH0983;SPC MS W - 575,497.498 675,847.880 MT 0.99995719 -0 09 00.1 EH0983;UTM 15 - 3,841,276.081 720,131.667 MT 1.00019730 +1 22 05.6 EH0983 EH0983! - Elev Factor x Scale Factor = Combined Factor EH0983!SPC AR S - 0.99999499 x 0.99998377 = 0.99997876 EH0983!SPC MS W - 0.99999499 x 0.99995719 = 0.99995218 EH0983!UTM 15 - 0.99999499 x 1.00019730 = 1.00019229 EH0983 EH0983: Primary Azimuth Mark Grid Az EH0983:SPC AR S - BANQUETTE AZ MK 2 199 12 57.3 EH0983:SPC MS W - BANQUETTE AZ MK 2 200 09 04.4 EH0983:UTM 15 - BANQUETTE AZ MK 2 198 37 58.7 EH0983 EH0983|---------------------------------------------------------------------| EH0983| PID Reference Object Distance Geod. Az | EH0983| dddmmss.s | EH0983| EH2833 BANQUETTE RM 4 399.610 METERS 01402 | EH0983| CY5221 BANQUETTE RM 3 32.327 METERS 07317 | EH0983| EH0984 BANQUETTE RM 1 32.316 METERS 07321 | EH0983| EH0985 BANQUETTE RM 2 36.792 METERS 15054 | EH0983| EH2834 BANQUETTE AZ MK 2 452.027 METERS 2000004.3 | EH0983| CY5220 BANQUETTE AZ MK 2021502.2 | EH0983|---------------------------------------------------------------------| EH0983 EH0983 SUPERSEDED SURVEY CONTROL EH0983 EH0983 NAD 83(1997)- 34 41 23.40736(N) 090 35 48.93266(W) AD( ) 2 EH0983 NAD 83(1997)- 34 41 23.40801(N) 090 35 48.93107(W) AD( ) 2 EH0983 NAD 83(1986)- 34 41 23.41369(N) 090 35 48.93120(W) AD( ) 2 EH0983 NAD 27 - 34 41 23.05539(N) 090 35 48.54799(W) AD( ) 2 EH0983 NGVD 29 (07/19/86) 58.9 (m) 193. (f) VERT ANG EH0983 EH0983.Superseded values are not recommended for survey control. EH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0983.See file dsdata.txt to determine how the superseded data were derived. EH0983 EH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2013241276(NAD 83) EH0983_MARKER: DR = REFERENCE MARK DISK EH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT EH0983_STAMPING: BANQUETTE 1953 EH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH0983+STABILITY: SURFACE MOTION EH0983 EH0983 HISTORY - Date Condition Report By EH0983 HISTORY - 1953 MONUMENTED CGS EH0983 HISTORY - 1976 POOR NGS EH0983 HISTORY - 1980 GOOD NGS EH0983 HISTORY - 20050413 POOR USACE EH0983 EH0983 STATION DESCRIPTION EH0983 EH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) EH0983'STATION IS LOCATED ABOUT 16 MILES NORTH OF HELENA, 16 MILES EH0983'SOUTHEAST OF MARIANNA, AND 16 MILES SOUTH OF BRICKEYS ON EH0983'THE BANQUETTE OF A LEVEE. THE MARK IS 75 FEET EAST OF THE EH0983'CENTER LINE OF THE LEVEE AND 125 FEET SOUTH OF THE NORTH EH0983'END OF BANQUETTE. MARK IS STAMPED BANQUETTE 1953 AND PROJECTS EH0983'4 INCHES. EH0983' EH0983'R.M.NO 1 IS 60 FEET SOUTH OF THE NORTH END OF BANQUETTE AND EH0983'12 FEET WEST OF EAST SIDE OF BANQUETTE. MARK IS STAMPED EH0983'BANQUETTE R M NO 1 1953 AND PROJECTS 6 INCHES. EH0983' EH0983'R.M.NO.2 IS 10 FEET WEST OF EAST SIDE OF BANQUETTE AND IS EH0983'STAMPED BANQUETTE R M NO 2 1953 AND PROJECTS 6 INCHES. EH0983' EH0983'AZIMUTH MARK IS 18 FEET EAST OF CENTER LINE OF LEVEE, 3 EH0983'FEET NORTH OF A WITNESS POST AND IS STAMPED BANQUETTE 1953 EH0983'AND PROJECTS 4 INCHES. EH0983' EH0983'TO REACH FROM THE POST OFFICE IN BRICKEYS, GO SOUTHWEST EH0983'ON HIGHWAY NO. 79 FOR 0.7 MILES TO THE JUNCTION OF STATE EH0983'ROAD NO. 131, TURN LEFT ON HIGHWAY NO.131 AND GO SOUTH FOR EH0983'6.0 MILE TO A CROSS ROAD AND FESPERMAN - CHIPMAN STORE ON EH0983'THE LEFT, TURN RIGHT AND GO SOUTH FOR 5.0 MILES TO A STAGGERING EH0983'CROSS ROAD, TURN LEFT AND GO TO THE CROWN OF THE LEVEE, EH0983'TURN RIGHT ON THE CROWN OF THE LEVEE AND GO 7.5 MILES, KEEPING EH0983'RIGHT ON MAIN LEVEE ROAD TO THE STATION ON THE LEFT AS EH0983'DESCRIBED. EH0983' EH0983'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH EH0983'ON THE LEVEE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE EH0983'LEFT AS DESCRIBED. EH0983' EH0983'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. EH0983 EH0983 STATION RECOVERY (1976) EH0983 EH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EH0983'7.45 MI S FROM WHITEHALL. EH0983'7.45 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT EH0983'WHITEHALL, 0.45 MILE SOUTH OF MILEPOST 212/213, 120 FEET NORTHWEST OF EH0983'BANQUETT RM 2, 105.5 FEET SOUTHWEST OF BANQUETT RM 1, 84 FEET EAST OF EH0983'THE CENTER LINE OF THE LEVEE. NOTE. THIS MARK WAS UNFIT FOR VERTICAL EH0983'CONTROL. A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0 EH0983'INCHES. ABOUT LEVEL WITH GROUND 1 FOOT EAST OF A WITNESS POST. EH0983 EH0983 STATION RECOVERY (1980) EH0983 EH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH0983'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN EH0983'GOOD CONDITION. REFERENCE MARK 1 WAS RECOVERED WITH THE DISK EH0983'REMOVED. THE AZIMUTH MARK WAS FOUND DESTROYED. REFERENCE MARK 3 EH0983'WAS ESTABLISHED USING THE CONCRETE POST FROM REFERENCE MARK 1. EH0983'THE MEASUREMENT EH0983'TO REFERENCE MARK 2 CHECKED ADEQUATE. EH0983'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME TO USE EH0983'THE LEVEE AS A HEIGHT ADVANTAGE. A NEW AZIMUTH MARK WAS EH0983'ESTABLISHED AT THIS TIME. EH0983'A COMPLETE DESCRIPTION FOLLOWS. EH0983' EH0983'THE STATION IS LOCATED ABOUT 25.7 KILOMETERS (16 MI) NORTH OF EH0983'HELENA, 17.7 KILOMETERS (11 MI) SOUTHEAST OF MARIANNA, AND 25.7 EH0983'KILOMETERS (16 MI) SOUTH OF BRICKEYS IN AN OPEN AREA ON EH0983'THE EAST SIDE OF THE MAIN LEVEE ALONG THE WEST SIDE OF THE EH0983'MISSISSIPPI RIVER. PERMISSION TO USE THE STATION WAS OBTAINED EH0983'FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS EH0983'LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308, WEST MEMPHIS, EH0983'AR 72301. TELEPHONE NUMBER 501-735-1062. EH0983' EH0983'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH0983'STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST OF U. EH0983'S. 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE RIGHT AND EH0983'A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON THE RIGHT EH0983'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR 9.45 MILES EH0983'(15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD RIGHT, JUST EH0983'BEFORE REACHING A SMALL PARK. TURN RIGHT AND GO WESTERLY AND EH0983'SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM) TO A STOP SIGN EH0983'AT THE TOP OF THE LEVEE. TURN LEFT AND GO EASTERLY ON THE EH0983'LEVEE ROAD, PASSING THE CORPS OF ENGINEERS PUMPING STATION, FOR EH0983'3.25 MILES (5.2 KM) TO A FORK OF LEVEES. TAKE THE RIGHT FORK AND EH0983'GO SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO A EH0983'CATTLE GUARD. CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.65 MILE EH0983'(1.0 KM) TO THE STATION ON THE LEFT. EH0983' EH0983'THE STATION IS A STANDARD CGS DISK EH0983'STAMPED---BANQUETTE 1953------, EH0983'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE EH0983'PROJECTING 3 CM ABOVE THE GROUND. IT IS LOCATED EH0983'27.1 METERS WEST-NORTHWEST FROM THE SOUTHEAST EDGE OF A EH0983'CLEARING. EH0983'25.9 METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH0983'0.34 METER EAST-SOUTHEAST FROM A METAL WITNESS POST. EH0983' EH0983'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK EH0983'STAMPED---BANQUETTE NO 2 1953------, EH0983'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE EH0983'PROJECTING 15 CM ABOVE THE GROUND. IT IS LOCATED EH0983'3.0 METERS WEST FROM THE EAST SIDE OF THE OPEN AREA. EH0983'MARK IS LEVEL WITH STATION. EH0983' EH0983'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK EH0983'STAMPED---BANQUETTE 1953 NO 3 1979---, EH0983'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER EH0983'PROJECTING 15 CM ABOVE THE GROUND. IT IS LOCATED EH0983'3.7 METERS WEST FROM THE EAST EDGE OF THE OPEN AREA. EH0983'MARK IS LEVEL WITH STATION. EH0983' EH0983'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK EH0983'STAMPED---BANQUETTE 1953 NO 4 1979---, EH0983'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH0983'FLUSH WITH GROUND. IT IS LOCATED EH0983'6.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH0983'1.7 METERS SOUTH FROM A METAL WITNESS POST. EH0983'MARK IS ABOVE STATION 6 METERS. EH0983' EH0983'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK EH0983'STAMPED---BANQUETTE 1953 NO 2 1979---, EH0983'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH0983'FLUSH WITH GROUND. IT IS LOCATED EH0983'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH0983'0.58 METER NORTH FROM A METAL WITNESS POST. EH0983'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON THE EH0983'LEVEE ROAD FOR 0.3 MILE (0.5 KM) TO THE MARK ON THE LEFT. EH0983' EH0983'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS. EH0983'A LEVEL TIE WAS MADE FROM REFERENCE MARK 2 TO THE STATION. EH0983 EH0983 STATION RECOVERY (2005) EH0983 EH0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH0983'CONCRETE SLAB AND STEM INTACT, DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2834 *********************************************************************** EH2834 DESIGNATION - BANQUETTE AZ MK 2 EH2834 PID - EH2834 EH2834 STATE/COUNTY- AR/LEE EH2834 USGS QUAD - STUBBS ISLAND (1982) EH2834 EH2834 *CURRENT SURVEY CONTROL EH2834 ___________________________________________________________________ EH2834* NAD 83(1997)- 34 41 09.62280(N) 090 35 55.00606(W) ADJUSTED EH2834* NAVD 88 - 63.9 (meters) 210. (feet) VERTCON EH2834 ___________________________________________________________________ EH2834 LAPLACE CORR- -0.61 (seconds) DEFLEC99 EH2834 GEOID HEIGHT- -26.96 (meters) GEOID03 EH2834 EH2834 HORZ ORDER - SECOND EH2834 EH2834.The horizontal coordinates were established by classical geodetic methods EH2834.and adjusted by the National Geodetic Survey in September 1999. EH2834 EH2834.The NAVD 88 height was computed by applying the VERTCON shift value to EH2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2834 EH2834.The Laplace correction was computed from DEFLEC99 derived deflections. EH2834 EH2834.The geoid height was determined by GEOID03. EH2834 EH2834; North East Units Scale Factor Converg. EH2834;SPC AR S - 624,854.808 528,410.648 MT 0.99998301 +0 47 03.6 EH2834;SPC MS W - 575,073.159 675,692.164 MT 0.99995728 -0 09 03.5 EH2834;UTM 15 - 3,840,847.663 719,987.214 MT 1.00019652 +1 22 01.7 EH2834 EH2834! - Elev Factor x Scale Factor = Combined Factor EH2834!SPC AR S - 0.99999421 x 0.99998301 = 0.99997722 EH2834!SPC MS W - 0.99999421 x 0.99995728 = 0.99995149 EH2834!UTM 15 - 0.99999421 x 1.00019652 = 1.00019073 EH2834 EH2834: Primary Azimuth Mark Grid Az EH2834:SPC AR S - BANQUETTE 019 12 57.2 EH2834:SPC MS W - BANQUETTE 020 09 04.3 EH2834:UTM 15 - BANQUETTE 018 37 59.1 EH2834 EH2834|---------------------------------------------------------------------| EH2834| PID Reference Object Distance Geod. Az | EH2834| dddmmss.s | EH2834| EH0983 BANQUETTE 452.027 METERS 0200000.8 | EH2834|---------------------------------------------------------------------| EH2834 EH2834 SUPERSEDED SURVEY CONTROL EH2834 EH2834 NAD 83(1997)- 34 41 09.62308(N) 090 35 55.00672(W) AD( ) 2 EH2834 NAD 83(1997)- 34 41 09.62375(N) 090 35 55.00515(W) AD( ) 2 EH2834 NAD 83(1986)- 34 41 09.62944(N) 090 35 55.00530(W) AD( ) 2 EH2834 NAD 27 - 34 41 09.27087(N) 090 35 54.62195(W) AD( ) 2 EH2834 NGVD 29 (07/19/86) 63.9 (m) 210. (f) VERT ANG EH2834 EH2834.Superseded values are not recommended for survey control. EH2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2834.See file dsdata.txt to determine how the superseded data were derived. EH2834 EH2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1998740848(NAD 83) EH2834_MARKER: DZ = AZIMUTH MARK DISK EH2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EH2834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2834+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2834 EH2834 HISTORY - Date Condition Report By EH2834 HISTORY - 1979 MONUMENTED NGS EH2834 HISTORY - 20050413 GOOD USACE EH2834 EH2834 STATION DESCRIPTION EH2834 EH2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) EH2834'THE STATION IS LOCATED ABOUT 33.4 KILOMETERS (20-3/4 MI) EH2834'SOUTH OF HUGHES, 17.7 KILOMETERS (11 MI) SOUTHEAST OF EH2834'MARIANNA, AND 17.7 KILOMETERS (11 MI) NORTH OF HELENA. EH2834'PERMISSION FOR THE STATION WAS OBTAINED FROM MR. BURRELL B. EH2834'FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT OF EH2834'ARKANSAS, P.O. BOX 308, WEST MEMPHIS, AR 72301. TELEPHONE EH2834'NUMBER 501-735-1062. EH2834' EH2834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 EH2834'AND STATE HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTH EH2834'ON HIGHWAY 79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE EH2834'RIGHT AND A SIGN (CORPS OF ENGINEERS PUMPING STATION) ON THE LEFT. EH2834'TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 121 FOR 9.45 EH2834'MILES (15.2 KM) TO THE END OF THE HIGHWAY AND A DIRT ROAD EH2834'RIGHT, JUST BEFORE REACHING A SMALL PARK. TURN RIGHT AND GO EH2834'WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05 MILES (3.3 KM) EH2834'TO A STOP SIGN AT THE TOP OF THE LEVEE. TURN LEFT AND GO EH2834'EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS EH2834'PUMPING STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES. EH2834'TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD EH2834'FOR 1.5 MILES (2.4 KM) TO A CATTLE GUARD. EH2834'CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.95 MILE EH2834'(1.5 KM) TO THE STATION ON THE LEFT. EH2834' EH2834'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK EH2834'STAMPED---BANQUETTE 1953 NO 2 1979---, EH2834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2834'FLUSH WITH GROUND. IT IS LOCATED EH2834'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH2834'0.58 METER NORTH FROM A METAL WITNESS POST. EH2834' EH2834'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS. EH2834 EH2834 STATION RECOVERY (2005) EH2834 EH2834'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2834'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2831 *********************************************************************** EH2831 DESIGNATION - CLAY EH2831 PID - EH2831 EH2831 STATE/COUNTY- AR/LEE EH2831 USGS QUAD - DANSBY (1991) EH2831 EH2831 *CURRENT SURVEY CONTROL EH2831 ___________________________________________________________________ EH2831* NAD 83(1997)- 34 54 07.02326(N) 090 42 22.92265(W) ADJUSTED EH2831* NAVD 88 - 116. (meters) 381. (feet) SCALED EH2831 ___________________________________________________________________ EH2831 LAPLACE CORR- -0.63 (seconds) DEFLEC99 EH2831 GEOID HEIGHT- -26.94 (meters) GEOID03 EH2831 EH2831 HORZ ORDER - FIRST EH2831 EH2831.The horizontal coordinates were established by classical geodetic methods EH2831.and adjusted by the National Geodetic Survey in September 1999. EH2831 EH2831.The orthometric height was scaled from a topographic map. EH2831 EH2831.The Laplace correction was computed from DEFLEC99 derived deflections. EH2831 EH2831.The geoid height was determined by GEOID03. EH2831 EH2831; North East Units Scale Factor Converg. EH2831;SPC AR S - 648,679.291 518,234.799 MT 1.00003297 +0 43 26.5 EH2831;SPC AR N - 63,860.590 518,231.393 MT 1.00000632 +0 45 09.9 EH2831;UTM 15 - 3,864,570.695 709,566.609 MT 1.00014131 +1 18 46.2 EH2831 EH2831! - Elev Factor x Scale Factor = Combined Factor EH2831!SPC AR S - 0.99998602 x 1.00003297 = 1.00001899 EH2831!SPC AR N - 0.99998602 x 1.00000632 = 0.99999234 EH2831!UTM 15 - 0.99998602 x 1.00014131 = 1.00012733 EH2831 EH2831: Primary Azimuth Mark Grid Az EH2831:SPC AR S - CLAY AZ MK 226 52 41.7 EH2831:SPC AR N - CLAY AZ MK 226 50 58.3 EH2831:UTM 15 - CLAY AZ MK 226 17 22.0 EH2831 EH2831|---------------------------------------------------------------------| EH2831| PID Reference Object Distance Geod. Az | EH2831| dddmmss.s | EH2831| CY5436 CLAY RM 1 28.514 METERS 07323 | EH2831| CY5437 CLAY RM 2 23.276 METERS 13556 | EH2831| EH2891 MARIANNA MUNICIPAL TANK APPROX.15.1 KM 2010041.9 | EH2831| EH2890 MARIANNA FED COMP CO WATER TK APPROX.15.0 KM 2023050.1 | EH2831| CY5435 CLAY AZ MK 2273608.2 | EH2831| EH2879 PALESTINE ARK PWR AND LT CO TK APPROX.17.5 KM 2993901.6 | EH2831| EH2882 FORREST CITY ARK PWR CO MAST APPROX.10.8 KM 3245443.3 | EH2831|---------------------------------------------------------------------| EH2831 EH2831 SUPERSEDED SURVEY CONTROL EH2831 EH2831 NAD 83(1997)- 34 54 07.02628(N) 090 42 22.92043(W) AD( ) 1 EH2831 NAD 83(1997)- 34 54 07.02979(N) 090 42 22.91993(W) AD( ) 1 EH2831 NAD 83(1986)- 34 54 07.03160(N) 090 42 22.92042(W) AD( ) 1 EH2831 NAD 27 - 34 54 06.69020(N) 090 42 22.52460(W) AD( ) 1 EH2831 EH2831.Superseded values are not recommended for survey control. EH2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2831.See file dsdata.txt to determine how the superseded data were derived. EH2831 EH2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0956764571(NAD 83) EH2831_MARKER: DS = TRIANGULATION STATION DISK EH2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EH2831+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005 EH2831 EH2831 HISTORY - Date Condition Report By EH2831 HISTORY - 1953 MONUMENTED CGS EH2831 HISTORY - 1957 GOOD USGS EH2831 HISTORY - 20050411 GOOD USACE EH2831 EH2831 STATION DESCRIPTION EH2831 EH2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE) EH2831'STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF FORREST CITY, EH2831'9.0 MILES NORTHEAST OF MARIANNA, 5.0 MILES EAST OF HAYNES. EH2831'MARK IS LOCATED 150 FEET NORTH OF A GRAVELED ROAD AND 21 EH2831'FEET WEST OF A FARM LANE. MARK IS STAMPED CLAY 53 AND PROJECTS EH2831'5 INCHES. EH2831' EH2831'R.M.NO.1 IS 36 FEET NORTH OF THE CENTER LINE OF A GRAVELED EH2831'ROAD AND 60 FEET EAST OF THE CENTER LINE OF A FARM LANE. EH2831'REFERENCE MARK IS STAMPED CLAY NO 1 1953 AND PROJECTS 4 INCHES. EH2831' EH2831'R.M.NO.2 IS 65 FEET NORTH OF THE CENTER LINE OF A GRAVELED EH2831'ROAD AND 18 FEET WEST OF THE CENTER LINE OF A FARM LANE. EH2831'REFERENCE MARK IS STAMPED CLAY NO 2 1953 AND PROJECTS 3 INCHES. EH2831' EH2831'AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTER LINE OF A GRAVELED EH2831'ROAD, 2 FEET WEST OF A WITNESS POST, 1.5 FEET EAST OF A EH2831'POWER LINE POLE AND 1.0 FOOT NORTH OF A FENCE. MARK IS STAMPED EH2831'CLAY 1953 AND PROJECTS 6 INCHES. EH2831' EH2831'TO REACH FROM THE CROSS ROAD AT HAYNES POST OFFICE, GO EAST EH2831'ON A GRAVELED ROAD FOR 4.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, EH2831'AS DESCRIBED, CONTINUE EAST FOR 0.7 MILE TO A FARM LANE TO EH2831'THE LEFT, NORTH, TURN LEFT AND GO 150 FEET TO THE MARK ON THE EH2831'LEFT. EH2831' EH2831'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EH2831 EH2831 STATION RECOVERY (1957) EH2831 EH2831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 EH2831'REVISED DESCRIPTION- FORREST CITY, 9 MILES SE OF, NEAR CENTER EH2831'NW 1/4 SECTION 5, T3N, R4E, 9 MILES NE OF MARIANNA, 5 MILES EAST EH2831'OF HAYNES, 150 FEET NORTH OF CENTERLINE GRAVEL ROAD, 21 FEET EH2831'WEST OF ROAD NORTH AT FORK, IN CONCRETE POST, STANDARD C AND GS EH2831'TABLET, STAMPED CLAY 1953, PAINTED. EH2831 EH2831 STATION RECOVERY (2005) EH2831 EH2831'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2831'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2701 *********************************************************************** EH2701 DESIGNATION - COUNCIL EH2701 PID - EH2701 EH2701 STATE/COUNTY- AR/LEE EH2701 USGS QUAD - COUNCIL (1991) EH2701 EH2701 *CURRENT SURVEY CONTROL EH2701 ___________________________________________________________________ EH2701* NAD 83(1997)- 34 50 19.98323(N) 090 28 34.19905(W) ADJUSTED EH2701* NAVD 88 - 66.8 (meters) 219. (feet) VERTCON EH2701 ___________________________________________________________________ EH2701 LAPLACE CORR- -1.52 (seconds) DEFLEC99 EH2701 GEOID HEIGHT- -26.99 (meters) GEOID03 EH2701 EH2701 HORZ ORDER - FIRST EH2701 EH2701.The horizontal coordinates were established by classical geodetic methods EH2701.and adjusted by the National Geodetic Survey in September 1999. EH2701 EH2701.The NAVD 88 height was computed by applying the VERTCON shift value to EH2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2701 EH2701.The Laplace correction was computed from DEFLEC99 derived deflections. EH2701 EH2701.The geoid height was determined by GEOID03. EH2701 EH2701; North East Units Scale Factor Converg. EH2701;SPC AR S - 641,972.919 539,377.306 MT 1.00001690 +0 51 10.4 EH2701;SPC MS W - 592,009.288 686,936.173 MT 0.99995210 -0 04 53.7 EH2701;UTM 15 - 3,858,080.973 730,780.635 MT 1.00025647 +1 26 32.7 EH2701 EH2701! - Elev Factor x Scale Factor = Combined Factor EH2701!SPC AR S - 0.99999375 x 1.00001690 = 1.00001065 EH2701!SPC MS W - 0.99999375 x 0.99995210 = 0.99994585 EH2701!UTM 15 - 0.99999375 x 1.00025647 = 1.00025022 EH2701 EH2701: Primary Azimuth Mark Grid Az EH2701:SPC AR S - COUNCIL AZ MK 345 42 23.4 EH2701:SPC MS W - COUNCIL AZ MK 346 38 27.5 EH2701:UTM 15 - COUNCIL AZ MK 345 07 01.1 EH2701 EH2701|---------------------------------------------------------------------| EH2701| PID Reference Object Distance Geod. Az | EH2701| dddmmss.s | EH2701| CY5883 COUNCIL RM 2 30.584 METERS 00521 | EH2701| CY5882 COUNCIL RM 1 26.404 METERS 14307 | EH2701| EH0223 R 219 27.550 METERS 16105 | EH2701| EH2706 COUNCIL AZ MK APPROX. 0.7 KM 3463333.8 | EH2701|---------------------------------------------------------------------| EH2701 EH2701 SUPERSEDED SURVEY CONTROL EH2701 EH2701 NAD 83(1997)- 34 50 19.98327(N) 090 28 34.19901(W) AD( ) 1 EH2701 NAD 83(1997)- 34 50 19.98370(N) 090 28 34.19861(W) AD( ) 1 EH2701 NAD 83(1986)- 34 50 19.99156(N) 090 28 34.19976(W) AD( ) 1 EH2701 NAD 27 - 34 50 19.64232(N) 090 28 33.82873(W) AD( ) 1 EH2701 NGVD 29 (07/19/86) 66.8 (m) 219. (f) VERT ANG EH2701 EH2701.Superseded values are not recommended for survey control. EH2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2701.See file dsdata.txt to determine how the superseded data were derived. EH2701 EH2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3078158081(NAD 83) EH2701_MARKER: DH = HORIZONTAL CONTROL DISK EH2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EH2701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2701+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2701 EH2701 HISTORY - Date Condition Report By EH2701 HISTORY - 1980 MONUMENTED NGS EH2701 HISTORY - 20050413 GOOD USACE EH2701 EH2701 STATION DESCRIPTION EH2701 EH2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH2701'THE STATION IS LOCATED ABOUT 12.1 KM SOUTH OF EH2701'HUGHES AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER AND ON EH2701'PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT. PERMISSION WAS EH2701'OBTAINED FROM MR. B.B. FAIR, CHIEF ENGINEER FOR THE EH2701'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, EH2701'WEST MEMPHIS, AR 72301. TELEPHONE NUMBER 501-735-1062. EH2701' EH2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH2701'STATE HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF EH2701'BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131 EH2701'FOR 9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD AT MCGRAWS EH2701'GROCERY STORE. CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR 3.5 KM EH2701'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT IN THE CENTER OF A EH2701'CURVE, AT A SIGN (HARRIS MIDWAY BOAT CAMP). TURN LEFT AND GO EH2701'NORTHERLY ON THE GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A EH2701'GRAVEL SIDE ROAD RIGHT. TURN RIGHT AND GO EASTERLY ON THE GRAVEL EH2701'ROAD FOR 1.77 KM (1.1 MI) TO THE TOP OF A LEVEE. TURN RIGHT EH2701'AND GO SOUTH FOR 0.08 KM (0.05 MI) TO THE AZIMUTH MARK ON THE EH2701'LEFT. CONTINUE SOUTHERLY ON TOP OF THE LEVEE FOR 0.88 KM EH2701'(0.55 MI) TO THE STATION ON THE RIGHT. EH2701' EH2701'THE STATION IS A STANDARD NGS DISK EH2701'STAMPED---COUNCIL 1979---, EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2701'FLUSH WITH GROUND. IT IS LOCATED EH2701'5.2 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND EH2701'2.2 METERS NORTHWEST FROM A METAL WITNESS POST. EH2701'THE UNDERGROUND MARK IS A STANDARD NGS DISK EH2701'STAMPED---COUNCIL 1979---, EH2701'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE. EH2701' EH2701'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK EH2701'STAMPED---COUNCIL NO 1 1979---, EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2701'FLUSH WITH GROUND. IT IS LOCATED EH2701'4.3 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH2701'0.4 METER NORTH FROM A METAL WITNESS POST. EH2701'MARK IS LEVEL WITH STATION. EH2701' EH2701'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK EH2701'STAMPED---COUNCIL NO 2 1979---, EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2701'FLUSH WITH GROUND. IT IS LOCATED EH2701'13.5 METERS SOUTHEAST FROM THE CENTER OF A CATTLE GUARD, EH2701'3.9 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH2701'0.4 METER NORTHWEST FROM A METAL WITNESS POST. EH2701'MARK IS LEVEL WITH STATION. EH2701' EH2701'BM R 219 IS A STANDARD NGS BENCH MARK DISK EH2701'STAMPED---R 219 1976---, EH2701'CRIMPED TO THE TOP OF A STEEL ROD IN THE GROUND AND SURROUNDED BY EH2701'A 4-INCH PVC PLASTIC PIPE IN CONCRETE. EH2701'IT IS LOCATED EH2701'4.8 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, EH2701'0.6 METER NORTH FROM MILE POST 169/170 AND EH2701'0.3 METER SOUTHWEST FROM A METAL WITNESS POST. EH2701'MARK IS BELOW STATION 1.0 METER. EH2701' EH2701'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK EH2701'STAMPED---COUNCIL 1979---, EH2701'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2701'PROJECTING 1 CM ABOVE THE GROUND. IT IS LOCATED EH2701'7.1 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH2701'0.6 METER SOUTHWEST FROM A METAL WITNESS POST. EH2701' EH2701'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.8 METERS. EH2701'A PRECISE TRAVERSE TIE WAS MADE TO BM R 219. EH2701 EH2701 STATION RECOVERY (2005) EH2701 EH2701'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2701'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2706 *********************************************************************** EH2706 DESIGNATION - COUNCIL AZ MK EH2706 PID - EH2706 EH2706 STATE/COUNTY- AR/LEE EH2706 USGS QUAD - COUNCIL (1991) EH2706 EH2706 *CURRENT SURVEY CONTROL EH2706 ___________________________________________________________________ EH2706* NAD 83(1997)- 34 50 42.61018(N) 090 28 40.75812(W) ADJUSTED EH2706* NAVD 88 - 66.9 (meters) 219. (feet) VERTCON EH2706 ___________________________________________________________________ EH2706 LAPLACE CORR- -1.51 (seconds) DEFLEC99 EH2706 GEOID HEIGHT- -26.99 (meters) GEOID03 EH2706 EH2706 HORZ ORDER - SECOND EH2706 EH2706.The horizontal coordinates were established by classical geodetic methods EH2706.and adjusted by the National Geodetic Survey in September 1999. EH2706 EH2706.The NAVD 88 height was computed by applying the VERTCON shift value to EH2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2706 EH2706.The Laplace correction was computed from DEFLEC99 derived deflections. EH2706 EH2706.The geoid height was determined by GEOID03. EH2706 EH2706; North East Units Scale Factor Converg. EH2706;SPC AR S - 642,667.648 539,200.306 MT 1.00001845 +0 51 06.7 EH2706;SPC MS W - 592,706.765 686,770.538 MT 0.99995216 -0 04 57.5 EH2706;UTM 15 - 3,858,774.008 730,596.451 MT 1.00025543 +1 26 29.8 EH2706 EH2706! - Elev Factor x Scale Factor = Combined Factor EH2706!SPC AR S - 0.99999374 x 1.00001845 = 1.00001219 EH2706!SPC MS W - 0.99999374 x 0.99995216 = 0.99994590 EH2706!UTM 15 - 0.99999374 x 1.00025543 = 1.00024917 EH2706 EH2706 SUPERSEDED SURVEY CONTROL EH2706 EH2706 NAD 83(1997)- 34 50 42.61023(N) 090 28 40.75806(W) AD( ) 2 EH2706 NAD 83(1997)- 34 50 42.61066(N) 090 28 40.75763(W) AD( ) 2 EH2706 NAD 83(1986)- 34 50 42.61848(N) 090 28 40.75895(W) AD( ) 2 EH2706 NAD 27 - 34 50 42.26981(N) 090 28 40.38752(W) AD( ) 2 EH2706 NGVD 29 (07/19/86) 66.9 (m) 219. (f) VERT ANG EH2706 EH2706.Superseded values are not recommended for survey control. EH2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2706.See file dsdata.txt to determine how the superseded data were derived. EH2706 EH2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3059658774(NAD 83) EH2706_MARKER: DZ = AZIMUTH MARK DISK EH2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2706_SP_SET: SET IN TOP OF CONCRETE MONUMENT EH2706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH2706+STABILITY: SURFACE MOTION EH2706 EH2706 HISTORY - Date Condition Report By EH2706 HISTORY - 1980 MONUMENTED NGS EH2706 HISTORY - 20050413 POOR USACE EH2706 EH2706 STATION DESCRIPTION EH2706 EH2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH2706'THE STATION IS LOCATED ABOUT 11.3 KM SOUTH OF EH2706'HUGHES AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER AND ON EH2706'PROPERTY OF THE ST. FRANCIS LEVEE DISTRICT. PERMISSION WAS EH2706'OBTAINED FROM MR. B.B. FAIR, CHIEF ENGINEER FOR THE EH2706'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, EH2706'WEST MENPHIS, AR 72301. TELEPHONE NUMBER 501-735-1062. EH2706' EH2706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH2706'STATE HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF THE SMALL EH2706'COMMUNITY OF BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131 FOR EH2706'9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD AT MCGRAW GROCERY EH2706'STORE. CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR 3.5 KM EH2706'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT, AT A SIGN EH2706'(HARRIS MIDWAY BOAT CAMP). TURN LEFT AND GO NORTHERLY ON THE EH2706'GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A GRAVEL SIDE ROAD RIGHT. EH2706'TURN RIGHT AND GO EASTERLY ON THE GRAVEL ROAD FOR 1.77 KM EH2706'(1.1 MI) TO THE TOP OF A LEVEE. TURN RIGHT AND GO SOUTH ON THE EH2706'LEVEE FOR 0.08 KM (0.05 MI) TO THE STATION MARK ON THE LEFT. EH2706' EH2706'THE STATION IS A STANDARD NGS AZIMUTH DISK EH2706'STAMPED---COUNCIL 1979---, EH2706'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2706'PROJECTING 1 CM ABOVE THE GROUND. IT IS LOCATED EH2706'7.1 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH2706'0.6 METER SOUTHWEST FROM A METAL WITNESS POST. EH2706' EH2706'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS. EH2706 EH2706 STATION RECOVERY (2005) EH2706 EH2706'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2706'CONCRETE SLAB FOUND, DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH3117 *********************************************************************** EH3117 DESIGNATION - GIL AZ MK EH3117 PID - EH3117 EH3117 STATE/COUNTY- AR/LEE EH3117 USGS QUAD - HAYNES (1992) EH3117 EH3117 *CURRENT SURVEY CONTROL EH3117 ___________________________________________________________________ EH3117* NAD 83(1997)- 34 56 18.78021(N) 090 46 28.63906(W) ADJUSTED EH3117* NAVD 88 - 73.4 (meters) 241. (feet) VERTCON EH3117 ___________________________________________________________________ EH3117 X - -70,765.003 (meters) COMP EH3117 Y - -5,233,893.634 (meters) COMP EH3117 Z - 3,632,306.948 (meters) COMP EH3117 LAPLACE CORR- 0.00 (seconds) DEFLEC99 EH3117 ELLIP HEIGHT- 46.28 (meters) (09/24/01) GPS OBS EH3117 GEOID HEIGHT- -26.95 (meters) GEOID03 EH3117 EH3117 HORZ ORDER - FIRST EH3117 ELLP ORDER - FOURTH CLASS II EH3117 EH3117.This mark is at Forrest City Airport (FCY) EH3117 EH3117.The horizontal coordinates were established by GPS observations EH3117.and adjusted by the National Geodetic Survey in September 1999. EH3117 EH3117.The NAVD 88 height was computed by applying the VERTCON shift value to EH3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH3117 EH3117.The X, Y, and Z were computed from the position and the ellipsoidal ht. EH3117 EH3117.The Laplace correction was computed from DEFLEC99 derived deflections. EH3117 EH3117.The ellipsoidal height was determined by GPS observations EH3117.and is referenced to NAD 83. EH3117 EH3117.The geoid height was determined by GEOID03. EH3117 EH3117; North East Units Scale Factor Converg. EH3117;SPC AR S - 652,662.680 511,948.206 MT 1.00004286 +0 41 09.0 EH3117;SPC AR N - 67,840.768 511,943.078 MT 0.99999898 +0 42 47.0 EH3117;UTM 15 - 3,868,489.596 703,238.852 MT 1.00010911 +1 16 29.7 EH3117 EH3117! - Elev Factor x Scale Factor = Combined Factor EH3117!SPC AR S - 0.99999274 x 1.00004286 = 1.00003560 EH3117!SPC AR N - 0.99999274 x 0.99999898 = 0.99999172 EH3117!UTM 15 - 0.99999274 x 1.00010911 = 1.00010184 EH3117 EH3117 SUPERSEDED SURVEY CONTROL EH3117 EH3117 ELLIP H (09/14/99) 46.37 (m) GP( ) 4 1 EH3117 NAD 83(1997)- 34 56 18.78251(N) 090 46 28.63716(W) AD( ) 1 EH3117 NAD 83(1986)- 34 56 18.78859(N) 090 46 28.63484(W) AD( ) 1 EH3117 NGVD 29 (11/13/90) 73.3 (m) 240. (f) GPS OBS EH3117 EH3117.Superseded values are not recommended for survey control. EH3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH3117.See file dsdata.txt to determine how the superseded data were derived. EH3117 EH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323968490(NAD 83) EH3117_MARKER: DZ = AZIMUTH MARK DISK EH3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH3117_SP_SET: CONCRETE POST EH3117_STAMPING: GIL 1986 EH3117_MARK LOGO: NGS EH3117_MAGNETIC: N = NO MAGNETIC MATERIAL EH3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH3117+STABILITY: SURFACE MOTION EH3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH3117+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 EH3117 EH3117 HISTORY - Date Condition Report By EH3117 HISTORY - 1986 MONUMENTED NGS EH3117 HISTORY - 19890601 GOOD NGS EH3117 HISTORY - 19900413 GOOD EH3117 HISTORY - 20050419 GOOD USACE EH3117 EH3117 STATION DESCRIPTION EH3117 EH3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 EH3117'STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) NORTH OF MARIANNA, 12.2 KM EH3117'(7.6 MI) SOUTHEAST OF PALESTINE, AND 6.1 KM (3.8 MI) SOUTH OF FORREST EH3117'CITY. AT THE FORREST CITY MUNICIPAL AIRPORT. OWNERSHIP--CITY OF EH3117'FORREST CITY AR 72335. PHONE IS 501-633-4511. AIRPORT MANAGER IS GIL EH3117'GILBREATH, RTE 2 BOX 530, FORREST CITY AR 72335. PHONE IS EH3117'501-633-4511, 501-633-4514, OR HOME 501-633-0554. EH3117'TO REACH FROM THE POST OFFICE IN FORREST CITY. GO SOUTH ON STATE EH3117'HIGHWAY 1 FOR 6.11 KM (3.80 MI) TO A PAVED ROAD ON THE LEFT AND STATE EH3117'HIGHWAY 1 TURNS TO THE SOUTHWEST. TURN LEFT AND GO SOUTH, EAST, AND EH3117'SOUTH ON THE PAVED ROAD FOR 2.11 KM (1.31 MI) TO A PAVED ROAD ON THE EH3117'RIGHT. TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.06 EH3117'KM (0.04 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS EH3117'THROUGH THE GATE AND CONTINUE WEST ACROSS AN APRON AND ALONG A EH3117'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE RUNWAY. TURN LEFT AND GO SOUTH EH3117'ON THE RUNWAY FOR 0.38 KM (0.24 MI) TO THE STATION ON THE LEFT. EH3117'STATION IS A STANDARD NGS STATION DISK STAMPED---GIL 1986---. SET IN EH3117'THE TOP OF A 30-CM CONCRETE POST THAT IS FLUSH WITH THE GROUND. IT EH3117'IS 48.5 M (159.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF A TURNAROUND, EH3117'39.5 M (129.6 FT) SOUTHEAST OF THE SECOND RUNWAY LIGHT NORTH OF THE EH3117'SOUTH END OF RUNWAY 35, 38.7 M (127.0 FT) NORTHEAST OF THE FIRST EH3117'RUNWAY LIGHT NORTH OF THE SOUTH END OF RUNWAY 35, 30.7 M (100.7 FT) EH3117'EAST OF THE EAST EDGE OF RUNWAY 35, AND 1.2 M (3.9 FT) WEST OF A EH3117'CARSONITE WITNESS POST. EH3117'DESCRIBED BY E.J.HANSMANN. EH3117 EH3117 STATION RECOVERY (1990) EH3117 EH3117'RECOVERED 1990 EH3117'RECOVERED IN GOOD CONDITION. EH3117 EH3117 STATION RECOVERY (2005) EH3117 EH3117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH3117'DATA SHEET STATES MARK IN LEE COUNTY, ACTUALLY IT IS ST. FRANCIS EH3117'COUNTY. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2823 *********************************************************************** EH2823 DESIGNATION - KENT 2 EH2823 PID - EH2823 EH2823 STATE/COUNTY- AR/LEE EH2823 USGS QUAD - BRICKEYS (1984) EH2823 EH2823 *CURRENT SURVEY CONTROL EH2823 ___________________________________________________________________ EH2823* NAD 83(1997)- 34 48 03.93387(N) 090 32 10.84944(W) ADJUSTED EH2823* NAVD 88 - 66.0 (meters) 217. (feet) VERTCON EH2823 ___________________________________________________________________ EH2823 LAPLACE CORR- -1.13 (seconds) DEFLEC99 EH2823 GEOID HEIGHT- -26.96 (meters) GEOID03 EH2823 EH2823 HORZ ORDER - FIRST EH2823 EH2823.The horizontal coordinates were established by classical geodetic methods EH2823.and adjusted by the National Geodetic Survey in September 1999. EH2823 EH2823.The NAVD 88 height was computed by applying the VERTCON shift value to EH2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2823 EH2823.The Laplace correction was computed from DEFLEC99 derived deflections. EH2823 EH2823.The geoid height was determined by GEOID03. EH2823 EH2823; North East Units Scale Factor Converg. EH2823;SPC AR S - 637,700.493 533,933.211 MT 1.00000786 +0 49 09.1 EH2823;SPC MS W - 587,826.493 681,423.428 MT 0.99995425 -0 06 57.1 EH2823;UTM 15 - 3,853,751.863 725,379.474 MT 1.00022611 +1 24 24.0 EH2823 EH2823! - Elev Factor x Scale Factor = Combined Factor EH2823!SPC AR S - 0.99999387 x 1.00000786 = 1.00000173 EH2823!SPC MS W - 0.99999387 x 0.99995425 = 0.99994813 EH2823!UTM 15 - 0.99999387 x 1.00022611 = 1.00021998 EH2823 EH2823: Primary Azimuth Mark Grid Az EH2823:SPC AR S - KENT 2 AZ MK 234 05 13.6 EH2823:SPC MS W - KENT 2 AZ MK 235 01 19.8 EH2823:UTM 15 - KENT 2 AZ MK 233 29 58.7 EH2823 EH2823|---------------------------------------------------------------------| EH2823| PID Reference Object Distance Geod. Az | EH2823| dddmmss.s | EH2823| CY6794 KENT 2 RM 3 26.733 METERS 01646 | EH2823| EH0972 X 219 246.930 METERS 03244 | EH2823| EH2826 X 219 TPT 240.687 METERS 03244 | EH2823| EH2828 KENT 2 AZ MK APPROX. 0.7 KM 2345422.7 | EH2823| CY6795 KENT 2 RM 4 30.053 METERS 25650 | EH2823|---------------------------------------------------------------------| EH2823 EH2823 SUPERSEDED SURVEY CONTROL EH2823 EH2823 NAD 83(1997)- 34 48 03.93404(N) 090 32 10.84968(W) AD( ) 1 EH2823 NAD 83(1997)- 34 48 03.93464(N) 090 32 10.84917(W) AD( ) 1 EH2823 NAD 83(1997)- 34 48 03.94178(N) 090 32 10.85297(W) AD( ) 1 EH2823 NAD 83(1986)- 34 48 03.94110(N) 090 32 10.84978(W) AD( ) 1 EH2823 NAD 27 - 34 48 03.59056(N) 090 32 10.47295(W) AD( ) 1 EH2823 NGVD 29 (07/19/86) 66.0 (m) 217. (f) VERT ANG EH2823 EH2823.Superseded values are not recommended for survey control. EH2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2823.See file dsdata.txt to determine how the superseded data were derived. EH2823 EH2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2537953752(NAD 83) EH2823_MARKER: DH = HORIZONTAL CONTROL DISK EH2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EH2823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2823 EH2823 HISTORY - Date Condition Report By EH2823 HISTORY - 1980 MONUMENTED NGS EH2823 HISTORY - 20050413 POOR USACE EH2823 EH2823 STATION DESCRIPTION EH2823 EH2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH2823'THE STATION IS LOCATED ABOUT 32.2 KM NORTH OF HELENA, EH2823'22.5 KM EAST-NORTHEAST OF MARIANNA, 18.5 KM EH2823'SOUTH-SOUTHWEST OF HUGHES, AND ATOP THE MAIN LEVEE ALONG EH2823'THE WEST SIDE OF THE MISSISSIPPI RIVER. PERMISSION FOR EH2823'THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, EH2823'CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT, EH2823'P.O. BOX 308, WEST MEMPHIS, AR 72301. EH2823'TELEPHONE NUMBER 501-735-1062. EH2823' EH2823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH2823'STATE HIGHWAY 131, ABOUT 1.1 KM SOUTH OF BRICKEYS, GO EH2823'SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 9.4 KM (5.85 MI) TO EH2823'A CROSSROAD AND A SMALL STORE IN THE SOUTHEAST ANGLE. EH2823'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD EH2823'FOR 3.3 KM (2.05 MI) TO A CATTLE GUARD. EH2823'CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO A FORK. THE EH2823'STATION IS 42.0 METERS AHEAD AND ATOP THE LEVEE. EH2823' EH2823'THE STATION IS A STANDARD NGS DISK EH2823'STAMPED---KENT 2 1979---, EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2823'FLUSH WITH GROUND. IT IS LOCATED EH2823'7.5 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH2823'1.77 METERS WEST FROM A METAL WITNESS POST. EH2823'THE UNDERGROUND MARK IS A STANDARD NGS DISK EH2823'STAMPED---KENT 2 1979---, EH2823'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE. EH2823' EH2823'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK EH2823'STAMPED---KENT 2 NO 3 1979---, EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2823'RECESSED 2 CM BELOW THE GROUND. IT IS LOCATED EH2823'49.5 METERS SOUTHWEST FROM THE JUNCTION OF THE LEVEE ROAD AND A EH2823'SIDE ROAD, EH2823'10.8 METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD, AND EH2823'4.9 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD. EH2823'MARK IS BELOW STATION 0.5 METER. EH2823' EH2823'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK EH2823'STAMPED---KENT 2 NO 4 1979---, EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2823'FLUSH WITH GROUND. IT IS LOCATED EH2823'24.8 METERS NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD AND A EH2823'SIDE ROAD, EH2823'7.2 METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD, EH2823'5.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND EH2823'0.55 METER EAST FROM A METAL WITNESS POST. EH2823'MARK IS BELOW STATION 0.5 METER. EH2823' EH2823'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK EH2823'STAMPED---KENT 2 1979---, EH2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2823'RECESSED 2 CM BELOW THE GROUND. IT IS LOCATED EH2823'34.6 METERS SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE EH2823'ROAD, EH2823'6.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, AND EH2823'0.80 METER NORTH-NORTHWEST FROM A METAL WITNESS POST. EH2823'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON EH2823'THE LEVEE ROAD FOR 0.8 KM (0.5 MI) TO THE MARK ON THE RIGHT. EH2823' EH2823'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.0 METERS. EH2823 EH2823 STATION RECOVERY (2005) EH2823 EH2823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2823'CONCRETE SLAB FOUND, MISSING DISK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2828 *********************************************************************** EH2828 DESIGNATION - KENT 2 AZ MK EH2828 PID - EH2828 EH2828 STATE/COUNTY- AR/LEE EH2828 USGS QUAD - BRICKEYS (1984) EH2828 EH2828 *CURRENT SURVEY CONTROL EH2828 ___________________________________________________________________ EH2828* NAD 83(1997)- 34 47 50.04208(N) 090 32 34.81538(W) ADJUSTED EH2828* NAVD 88 - 65.5 (meters) 215. (feet) VERTCON EH2828 ___________________________________________________________________ EH2828 LAPLACE CORR- -1.08 (seconds) DEFLEC99 EH2828 GEOID HEIGHT- -26.95 (meters) GEOID03 EH2828 EH2828 HORZ ORDER - SECOND EH2828 EH2828.The horizontal coordinates were established by classical geodetic methods EH2828.and adjusted by the National Geodetic Survey in September 1999. EH2828 EH2828.The NAVD 88 height was computed by applying the VERTCON shift value to EH2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2828 EH2828.The Laplace correction was computed from DEFLEC99 derived deflections. EH2828 EH2828.The geoid height was determined by GEOID03. EH2828 EH2828; North East Units Scale Factor Converg. EH2828;SPC AR S - 637,263.756 533,330.169 MT 1.00000696 +0 48 55.7 EH2828;SPC MS W - 587,399.679 680,813.372 MT 0.99995454 -0 07 10.8 EH2828;UTM 15 - 3,853,308.872 724,780.812 MT 1.00022279 +1 24 09.8 EH2828 EH2828! - Elev Factor x Scale Factor = Combined Factor EH2828!SPC AR S - 0.99999395 x 1.00000696 = 1.00000091 EH2828!SPC MS W - 0.99999395 x 0.99995454 = 0.99994849 EH2828!UTM 15 - 0.99999395 x 1.00022279 = 1.00021674 EH2828 EH2828: Primary Azimuth Mark Grid Az EH2828:SPC AR S - KENT 2 054 05 13.3 EH2828:SPC MS W - KENT 2 055 01 19.8 EH2828:UTM 15 - KENT 2 053 29 59.2 EH2828 EH2828|---------------------------------------------------------------------| EH2828| PID Reference Object Distance Geod. Az | EH2828| dddmmss.s | EH2828| EH2823 KENT 2 APPROX. 0.7 KM 0545409.0 | EH2828| EH2824 MARIANNA ATT MICROWAVE APPROX. 0.8 KM 2243459.6 | EH2828|---------------------------------------------------------------------| EH2828 EH2828 SUPERSEDED SURVEY CONTROL EH2828 EH2828 NAD 83(1997)- 34 47 50.04227(N) 090 32 34.81564(W) AD( ) 2 EH2828 NAD 83(1997)- 34 47 50.04286(N) 090 32 34.81511(W) AD( ) 2 EH2828 NAD 83(1986)- 34 47 50.04922(N) 090 32 34.81565(W) AD( ) 2 EH2828 NAD 27 - 34 47 49.69846(N) 090 32 34.43821(W) AD( ) 2 EH2828 NGVD 29 (07/19/86) 65.5 (m) 215. (f) VERT ANG EH2828 EH2828.Superseded values are not recommended for survey control. EH2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2828.See file dsdata.txt to determine how the superseded data were derived. EH2828 EH2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2478153309(NAD 83) EH2828_MARKER: DZ = AZIMUTH MARK DISK EH2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT EH2828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH2828+STABILITY: SURFACE MOTION EH2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2828+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2828 EH2828 HISTORY - Date Condition Report By EH2828 HISTORY - 1980 MONUMENTED NGS EH2828 HISTORY - 20050413 GOOD USACE EH2828 EH2828 STATION DESCRIPTION EH2828 EH2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH2828'THE STATION IS LOCATED ABOUT 32.3 KILOMETERS (20 MI) NORTH OF EH2828'HELENA, 22.5 KILOMETERS (14 MI) EAST-NORTHEAST OF MARIANNA, AND EH2828'18.5 KILOMETERS (11-1/2 MI) SOUTH-SOUTHWEST OF HUGHES. PERMISSION EH2828'FOR THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF EH2828'ENGINEER FOR THE ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, EH2828'WEST MEMPHIS, AR. 72301. TELEPHONE NUMBER 501-735-1062. EH2828' EH2828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH2828'STATE HIGHWAY 131, ABOUT 0.7 MILE (1.1 KM) SOUTHWEST OF EH2828'BRICKEYS, GO SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 5.85 MILES EH2828'(9.4 KM) TO A CROSSROAD AND A SMALL STORE IN THE SOUTHEAST EH2828'ANGLE. TURN RIGHT AND GO SOUTHERLY ON A DIRT ROAD FOR 2.05 EH2828'MILE (3.3 KM) TO A CATTLE GUARD. CONTINUE AHEAD 0.05 MILE EH2828'(0.1 KM) A FORK. TAKE THE RIGHT FORK TO THE TOP OF THE EH2828'LEVEE AND GO SOUTHWESTERLY ON THE LEVEE ROAD FOR 0.5 MILE EH2828'(0.8 KM) TO THE STATION ON THE RIGHT. EH2828' EH2828'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK EH2828'STAMPED---KENT 2 1979---, EH2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2828'RECESSED 2 CM BELOW THE GROUND. IT IS LOCATED EH2828'34.6 METERS SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE EH2828'ROAD, EH2828'6.5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, AND EH2828'0.80 METER NORTH-NORTHWEST FROM A METAL WITNESS POST. EH2828' EH2828'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS. EH2828 EH2828 STATION RECOVERY (2005) EH2828 EH2828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2828'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2700 *********************************************************************** EH2700 DESIGNATION - LEE EH2700 PID - EH2700 EH2700 STATE/COUNTY- AR/LEE EH2700 USGS QUAD - COUNCIL (1991) EH2700 EH2700 *CURRENT SURVEY CONTROL EH2700 ___________________________________________________________________ EH2700* NAD 83(1997)- 34 52 17.33711(N) 090 25 41.33273(W) ADJUSTED EH2700* NAVD 88 - 67.3 (meters) 221. (feet) VERTCON EH2700 ___________________________________________________________________ EH2700 LAPLACE CORR- -1.66 (seconds) DEFLEC99 EH2700 GEOID HEIGHT- -27.03 (meters) GEOID03 EH2700 EH2700 HORZ ORDER - FIRST EH2700 EH2700.The horizontal coordinates were established by classical geodetic methods EH2700.and adjusted by the National Geodetic Survey in September 1999. EH2700 EH2700.The NAVD 88 height was computed by applying the VERTCON shift value to EH2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2700 EH2700.The Laplace correction was computed from DEFLEC99 derived deflections. EH2700 EH2700.The geoid height was determined by GEOID03. EH2700 EH2700; North East Units Scale Factor Converg. EH2700;SPC AR S - 645,655.363 543,713.440 MT 1.00002506 +0 52 47.1 EH2700;SPC MS W - 595,620.293 691,331.465 MT 0.99995093 -0 03 15.2 EH2700;UTM 15 - 3,861,808.829 735,079.656 MT 1.00028116 +1 28 16.0 EH2700 EH2700! - Elev Factor x Scale Factor = Combined Factor EH2700!SPC AR S - 0.99999368 x 1.00002506 = 1.00001874 EH2700!SPC MS W - 0.99999368 x 0.99995093 = 0.99994461 EH2700!UTM 15 - 0.99999368 x 1.00028116 = 1.00027484 EH2700 EH2700: Primary Azimuth Mark Grid Az EH2700:SPC AR S - LEE AZ MK 341 01 29.9 EH2700:SPC MS W - LEE AZ MK 341 57 32.2 EH2700:UTM 15 - LEE AZ MK 340 26 01.0 EH2700 EH2700|---------------------------------------------------------------------| EH2700| PID Reference Object Distance Geod. Az | EH2700| dddmmss.s | EH2700| EH0215 H 219 230.019 METERS 18507 | EH2700| EH2704 H 219 TPT 223.861 METERS 18508 | EH2700| CY6872 LEE RM 1 24.254 METERS 20246 | EH2700| CY6873 LEE RM 2 26.409 METERS 32642 | EH2700| EH2710 HUGHES MUNICIPAL TANK APPROX. 9.5 KM 3344819.2 | EH2700| EH2711 HUGHES E MUNICIPAL TANK APPROX. 9.2 KM 3350437.2 | EH2700| EH2713 LEE AZ MK APPROX. 0.7 KM 3415417.0 | EH2700| EH2709 HUGHES FEDERAL COMPRESS S TANK APPROX. 9.8 KM 3421907.0 | EH2700| EH2708 HUGHES FEDERAL COMPRESS N TANK APPROX. 9.8 KM 3425352.5 | EH2700|---------------------------------------------------------------------| EH2700 EH2700 SUPERSEDED SURVEY CONTROL EH2700 EH2700 NAD 83(1997)- 34 52 17.33707(N) 090 25 41.33246(W) AD( ) 1 EH2700 NAD 83(1997)- 34 52 17.33723(N) 090 25 41.33206(W) AD( ) 1 EH2700 NAD 83(1997)- 34 52 17.34547(N) 090 25 41.33350(W) AD( ) 1 EH2700 NAD 83(1986)- 34 52 17.34626(N) 090 25 41.33361(W) AD( ) 1 EH2700 NAD 27 - 34 52 16.99785(N) 090 25 40.96754(W) AD( ) 1 EH2700 NGVD 29 (07/19/86) 67.3 (m) 221. (f) VERT ANG EH2700 EH2700.Superseded values are not recommended for survey control. EH2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2700.See file dsdata.txt to determine how the superseded data were derived. EH2700 EH2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3508061809(NAD 83) EH2700_MARKER: DS = TRIANGULATION STATION DISK EH2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EH2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2700+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2700 EH2700 HISTORY - Date Condition Report By EH2700 HISTORY - 1979 MONUMENTED NGS EH2700 HISTORY - 20050413 GOOD USACE EH2700 EH2700 STATION DESCRIPTION EH2700 EH2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) EH2700'THE STATION IS LOCATED ABOUT 9.65 KILOMETERS (6 MI.) EH2700'SOUTH-SOUTHEAST OF HUGHES, 4.83 KILOMETERS (3 MI.) EAST OF EH2700'COUNCIL LAKE AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER. EH2700'PERMISSION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT, EH2700'MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, EH2700'ARKANSAS, 72301. TELEPHONE 735-1062. EH2700' EH2700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND EH2700'149 IN HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38 FOR EH2700'2.75 MILES (4.43 KM.) TO A FORK, AT A SIGN (EDS CAMP). EH2700'TAKE THE RIGHT FORK AND GO SOUTHERLY ON A GRAVEL ROAD FOR EH2700'2.35 MILES (3.78 KM.) TO A T-JUNCTION. TURN LEFT AND GO SOUTHERLY EH2700'FOR 0.4 MILE (0.64 KM.) TO A FORK. TAKE THE LEFT FORK AND GO EH2700'SOUTHEAST ALONG THE TOP OF A LEVEE FOR 1.7 MILES (2.74 KM.) TO THE EH2700'AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHEASTERLY ALONG THE TOP EH2700'OF THE LEVEE FOR 0.5 MILE (0.80 KM.) TO THE STATION ON THE LEFT. EH2700' EH2700'THE STATION IS A STANDARD NGS DISK EH2700'STAMPED---LEE 1979---, EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2700'FLUSH WITH GROUND. IT IS LOCATED EH2700'5.7 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH2700'1.5 METERS NORTHWEST FROM A METAL WITNESS POST. EH2700'THE UNDERGROUND MARK IS A STANDARD DISK EH2700'STAMPED---LEE 1979---, EH2700'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW EH2700'THE GROUND. EH2700' EH2700'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK EH2700'STAMPED---LEE NO 1 1979---, EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2700'FLUSH WITH GROUND. IT IS LOCATED EH2700'5.3 METERS WEST FROM THE CENTER OF THE LEVEE ROAD AND EH2700'0.4 METER EAST FROM A METAL WITNESS POST. EH2700'MARK IS BELOW STATION 0.3 METER. EH2700' EH2700'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK EH2700'STAMPED---LEE NO 2 1979---, EH2700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2700'FLUSH WITH GROUND. IT IS LOCATED EH2700'4.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND EH2700'0.45 METER WEST FROM A METAL WITNESS POST. EH2700'MARK IS BELOW STATION 0.3 METER. EH2700' EH2700'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK EH2700'STAMPED---LEE 1979---, EH2700'FLUSH WITH GROUND. IT IS LOCATED EH2700'5.0 METERS NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH2700'0.35 METER SOUTH-SOUTHWEST FROM A METAL WITNESS P0ST. EH2700' EH2700'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS. EH2700 EH2700 STATION RECOVERY (2005) EH2700 EH2700'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2700'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2713 *********************************************************************** EH2713 DESIGNATION - LEE AZ MK EH2713 PID - EH2713 EH2713 STATE/COUNTY- AR/LEE EH2713 USGS QUAD - HUGHES (1993) EH2713 EH2713 *CURRENT SURVEY CONTROL EH2713 ___________________________________________________________________ EH2713* NAD 83(1997)- 34 52 40.40156(N) 090 25 50.47799(W) ADJUSTED EH2713* NAVD 88 - 67.0 (meters) 220. (feet) VERTCON EH2713 ___________________________________________________________________ EH2713 LAPLACE CORR- -1.67 (seconds) DEFLEC99 EH2713 GEOID HEIGHT- -27.03 (meters) GEOID03 EH2713 EH2713 HORZ ORDER - SECOND EH2713 EH2713.The horizontal coordinates were established by classical geodetic methods EH2713.and adjusted by the National Geodetic Survey in September 1999. EH2713 EH2713.The NAVD 88 height was computed by applying the VERTCON shift value to EH2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2713 EH2713.The Laplace correction was computed from DEFLEC99 derived deflections. EH2713 EH2713.The geoid height was determined by GEOID03. EH2713 EH2713; North East Units Scale Factor Converg. EH2713;SPC AR S - 646,362.493 543,470.300 MT 1.00002670 +0 52 42.0 EH2713;SPC MS W - 596,331.239 691,099.901 MT 0.99995098 -0 03 20.4 EH2713;UTM 15 - 3,862,513.591 734,829.166 MT 1.00027971 +1 28 11.6 EH2713 EH2713! - Elev Factor x Scale Factor = Combined Factor EH2713!SPC AR S - 0.99999373 x 1.00002670 = 1.00002043 EH2713!SPC MS W - 0.99999373 x 0.99995098 = 0.99994471 EH2713!UTM 15 - 0.99999373 x 1.00027971 = 1.00027344 EH2713 EH2713 SUPERSEDED SURVEY CONTROL EH2713 EH2713 NAD 83(1997)- 34 52 40.40153(N) 090 25 50.47770(W) AD( ) 2 EH2713 NAD 83(1997)- 34 52 40.40170(N) 090 25 50.47727(W) AD( ) 2 EH2713 NAD 83(1997)- 34 52 40.41007(N) 090 25 50.47822(W) AD( ) 2 EH2713 NAD 83(1986)- 34 52 40.41069(N) 090 25 50.47892(W) AD( ) 2 EH2713 NAD 27 - 34 52 40.06285(N) 090 25 50.11243(W) AD( ) 2 EH2713 NGVD 29 (07/19/86) 67.0 (m) 220. (f) VERT ANG EH2713 EH2713.Superseded values are not recommended for survey control. EH2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2713.See file dsdata.txt to determine how the superseded data were derived. EH2713 EH2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3482962514(NAD 83) EH2713_MARKER: DZ = AZIMUTH MARK DISK EH2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2713_SP_SET: SET IN TOP OF CONCRETE MONUMENT EH2713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH2713+STABILITY: SURFACE MOTION EH2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2713+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2713 EH2713 HISTORY - Date Condition Report By EH2713 HISTORY - 1979 MONUMENTED NGS EH2713 HISTORY - 20050413 GOOD USACE EH2713 EH2713 STATION DESCRIPTION EH2713 EH2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW) EH2713'THE STATION IS LOCATED ABOUT 9.65 KILOMETERS (6 MI) EH2713'SOUTH-SOUTHEAST OF HUGHES, 4.83 KILOMETERS (3 MI) EH2713'EAST OF COUNCIL LAKE AND ATOP THE WEST LEVEE ALONG EH2713'THE MISSISSIPPI RIVER. PERMISSION FOR THE STATION WAS EH2713'OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE EH2713'ST FRANCIS LEVEE DISTRICT OF ARKANSAS, BOX 308, EH2713'WEST MEMPHIS, AR 72301. EH2713'TELEPHONE NUMBER 501-735-1062. EH2713' EH2713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS EH2713'38 AND 149 IN HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38, EH2713'FOR 2.75 MILES (4.43 KM) TO A FORK AT SIGN (EDS CAMP). EH2713'TAKE THE RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR EH2713'2.35 MILES (3.78 KM) TO A T-JUNCTION. TURN LEFT AND GO EH2713'SOUTHERLY FOR 0.4 MILE (0.64 KM) TO A FORK. TAKE THE LEFT EH2713'FORK AND GO SOUTHEAST ALONG THE LEVEE ROAD FOR 1.7 MILES EH2713'(2.74 KM) TO THE STATION ON THE LEFT. EH2713' EH2713'THE STATION IS STANDARD AZIMUTH MARK DISK EH2713'STAMPED---LEE 1979---, EH2713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2713'FLUSH WITH GROUND. IT IS LOCATED EH2713'5.0 METERS NORTH-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND EH2713'0.35 METER SOUTH-SOUTHWEST FROM A METAL WITNESS POST. EH2713' EH2713'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS. EH2713 EH2713 STATION RECOVERY (2005) EH2713 EH2713'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2713'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2835 *********************************************************************** EH2835 DESIGNATION - LUMP AZ MK EH2835 PID - EH2835 EH2835 STATE/COUNTY- AR/LEE EH2835 USGS QUAD - STUBBS ISLAND (1982) EH2835 EH2835 *CURRENT SURVEY CONTROL EH2835 ___________________________________________________________________ EH2835* NAD 83(1997)- 34 44 32.26726(N) 090 34 19.80808(W) ADJUSTED EH2835* NAVD 88 - 64.8 (meters) 213. (feet) VERTCON EH2835 ___________________________________________________________________ EH2835 LAPLACE CORR- -0.88 (seconds) DEFLEC99 EH2835 GEOID HEIGHT- -26.95 (meters) GEOID03 EH2835 EH2835 HORZ ORDER - SECOND EH2835 EH2835.The horizontal coordinates were established by classical geodetic methods EH2835.and adjusted by the National Geodetic Survey in September 1999. EH2835 EH2835.The NAVD 88 height was computed by applying the VERTCON shift value to EH2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2835 EH2835.The Laplace correction was computed from DEFLEC99 derived deflections. EH2835 EH2835.The geoid height was determined by GEOID03. EH2835 EH2835; North East Units Scale Factor Converg. EH2835;SPC AR S - 631,132.179 530,746.481 MT 0.99999466 +0 47 56.9 EH2835;SPC MS W - 581,311.365 678,130.073 MT 0.99995589 -0 08 10.0 EH2835;UTM 15 - 3,847,149.860 722,259.441 MT 1.00020890 +1 23 03.0 EH2835 EH2835! - Elev Factor x Scale Factor = Combined Factor EH2835!SPC AR S - 0.99999406 x 0.99999466 = 0.99998872 EH2835!SPC MS W - 0.99999406 x 0.99995589 = 0.99994995 EH2835!UTM 15 - 0.99999406 x 1.00020890 = 1.00020296 EH2835 EH2835 SUPERSEDED SURVEY CONTROL EH2835 EH2835 NAD 83(1997)- 34 44 32.26751(N) 090 34 19.80876(W) AD( ) 2 EH2835 NAD 83(1997)- 34 44 32.26807(N) 090 34 19.80743(W) AD( ) 2 EH2835 NAD 83(1986)- 34 44 32.27390(N) 090 34 19.80748(W) AD( ) 2 EH2835 NAD 27 - 34 44 31.91957(N) 090 34 19.42688(W) AD( ) 2 EH2835 NGVD 29 (07/19/86) 64.8 (m) 213. (f) VERT ANG EH2835 EH2835.Superseded values are not recommended for survey control. EH2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2835.See file dsdata.txt to determine how the superseded data were derived. EH2835 EH2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2225947150(NAD 83) EH2835_MARKER: DZ = AZIMUTH MARK DISK EH2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT EH2835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EH2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EH2835+STABILITY: SURFACE MOTION EH2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2835+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005 EH2835 EH2835 HISTORY - Date Condition Report By EH2835 HISTORY - 1980 MONUMENTED NGS EH2835 HISTORY - 20050413 GOOD USACE EH2835 EH2835 STATION DESCRIPTION EH2835 EH2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (LHW) EH2835'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES, EH2835'24.1 KM NORTH OF HELENA, EH2835'19.3 KM EAST-SOUTHEAST OF MARIANNA AND ON THE EH2835'MAIN LEVEE ON THE WEST BANK OF THE MISSISSIPPI RIVER. EH2835'PERMISSION FOR THE STATION WAS OBTAINED FROM EH2835'MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE EH2835'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, EH2835'WEST MEMPHIS, AR 72301. EH2835'TELEPHONE NUMBER 501-735-1062. EH2835' EH2835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND EH2835'STATE HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON EH2835'U.S. HIGHWAY 79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE EH2835'HIGHWAY CROSSES A LEVEE, A SIGN FOR THE CORPS OF EH2835'ENGINEERS PUMPING STATION ON THE LEFT, AND STATE HIGHWAY 121 ON EH2835'THE RIGHT. TURN RIGHT AND GO EASTERLY FOLLOWING STATE EH2835'HIGHWAY 121 FOR 15.2 KM (9.45 MI) TO THE END OF THE EH2835'HIGHWAY AND A DIRT ROAD ON THE RIGHT, JUST BEFORE A SMALL PARK. EH2835'TURN RIGHT AND GO WESTERLY ON A WINDING ROAD FOR 3.3 KM EH2835'(2.05 MI) TO A STOP SIGN ON TOP OF THE LEVEE AND A DIRT EH2835'CROSSROAD. TURN LEFT AND PASS BY THE PUMPING STATION AND FOLLOW EH2835'THE DIRT ROAD ON TOP OF THE LEVEE FOR 5.2 KM (3.25 MI) TO A EH2835'FORK AND THE MAIN LEVEE. KEEP LEFT AND GO NORTHEASTERLY FOLLOWING EH2835'THE MAIN LEVEE FOR 4.5 KM (2.8 MI) TO THE STATION ON THE LEFT. EH2835' EH2835'THE STATION IS A STANDARD NGS AZIMUTH DISK EH2835'STAMPED---LUMP 1979---, EH2835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER EH2835'FLUSH WITH GROUND. IT IS LOCATED EH2835'50 METERS NORTH-NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD EH2835'AND A SIDE ROAD, EH2835'9.0 METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND EH2835'0.46 METER SOUTHEAST FROM A METAL WITNESS POST. EH2835' EH2835'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS. EH2835 EH2835 STATION RECOVERY (2005) EH2835 EH2835'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2835'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 EH2894 *********************************************************************** EH2894 DESIGNATION - MORO EH2894 PID - EH2894 EH2894 STATE/COUNTY- AR/LEE EH2894 USGS QUAD - MORO (1984) EH2894 EH2894 *CURRENT SURVEY CONTROL EH2894 ___________________________________________________________________ EH2894* NAD 83(1997)- 34 46 31.88063(N) 090 58 01.62826(W) ADJUSTED EH2894* NAVD 88 - 61.77 (+/-2cm) 202.7 (feet) VERTCON EH2894 ___________________________________________________________________ EH2894 LAPLACE CORR- -0.06 (seconds) DEFLEC99 EH2894 GEOID HEIGHT- -26.83 (meters) GEOID03 EH2894 EH2894 HORZ ORDER - FIRST EH2894 VERT ORDER - THIRD ? (See Below) EH2894 EH2894.The horizontal coordinates were established by classical geodetic methods EH2894.and adjusted by the National Geodetic Survey in September 1999. EH2894 EH2894.The NAVD 88 height was computed by applying the VERTCON shift value to EH2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EH2894.The vertical order pertains to the NGVD 29 superseded value. EH2894 EH2894.The Laplace correction was computed from DEFLEC99 derived deflections. EH2894 EH2894.The geoid height was determined by GEOID03. EH2894 EH2894; North East Units Scale Factor Converg. EH2894;SPC AR S - 634,383.278 494,545.180 MT 1.00000199 +0 34 41.1 EH2894;UTM 15 - 3,850,032.527 686,022.687 MT 1.00002652 +1 09 35.3 EH2894 EH2894! - Elev Factor x Scale Factor = Combined Factor EH2894!SPC AR S - 0.99999451 x 1.00000199 = 0.99999650 EH2894!UTM 15 - 0.99999451 x 1.00002652 = 1.00002103 EH2894 EH2894: Primary Azimuth Mark Grid Az EH2894:SPC AR S - MORO AZ MK 090 37 04.1 EH2894:UTM 15 - MORO AZ MK 090 02 09.9 EH2894 EH2894|---------------------------------------------------------------------| EH2894| PID Reference Object Distance Geod. Az | EH2894| dddmmss.s | EH2894| CY6991 MORO AZ MK 0911145.2 | EH2894| CY6992 MORO RM 1 30.367 METERS 09131 | EH2894| CY6993 MORO RM 2 29.029 METERS 27113 | EH2894|---------------------------------------------------------------------| EH2894 EH2894 SUPERSEDED SURVEY CONTROL EH2894 EH2894 NAD 83(1997)- 34 46 31.88618(N) 090 58 01.62546(W) AD( ) 1 EH2894 NAD 83(1997)- 34 46 31.88695(N) 090 58 01.62537(W) AD( ) 1 EH2894 NAD 83(1986)- 34 46 31.88839(N) 090 58 01.62540(W) AD( ) 1 EH2894 NAD 27 - 34 46 31.53815(N) 090 58 01.20104(W) AD( ) 1 EH2894 NGVD 29 (07/19/86) 61.78 (m) 202.7 (f) LEVELING 3 EH2894 EH2894.Superseded values are not recommended for survey control. EH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2894.See file dsdata.txt to determine how the superseded data were derived. EH2894 EH2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8602350033(NAD 83) EH2894_MARKER: DS = TRIANGULATION STATION DISK EH2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EH2894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EH2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2894+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 EH2894 EH2894 HISTORY - Date Condition Report By EH2894 HISTORY - 1965 MONUMENTED CGS EH2894 HISTORY - 1963 GOOD CGS EH2894 HISTORY - 20050419 GOOD USACE EH2894 EH2894 STATION DESCRIPTION EH2894 EH2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT) EH2894'STATION IS ABOUT 12 MILES WEST OF MARIANNA, 2 MILES SOUTHEAST EH2894'OF MORO, IN THE NORTHEAST 1/4 OF SECTION 23, T 2 N., R 1 E., EH2894'AND ON THE HIGHWAY RIGHT-OF-WAY. EH2894' EH2894'TO REACH FROM THE POST OFFICE IN MORO, GO EAST ON A PAVED EH2894'ROAD FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY 78. EH2894'TURN RIGHT AND GO SOUTHEAST ON HIGHWAY 78 FOR 2 MILES TO EH2894'THE JUNCTION WITH U.S. HIGHWAY 79. TURN RIGHT AND GO WEST EH2894'ON HIGHWAY 79 FOR 0.05 MILE TO THE STATION ON THE LEFT. EH2894' EH2894'STATION MARKS ARE STANDARD DISKS STAMPED MORO 1965. THE EH2894'SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS EH2894'6 INCHES. IT IS 1 FOOT NORTH OF A WIRE FENCE, 4 FEET EAST EH2894'OF A METAL WITNESS POST AND 60 FEET SOUTH OF THE CENTERLINE EH2894'OF U.S. HIGHWAY 79. THE UNDERGROUND DISK IS SET IN AN IRREGULAR EH2894'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND. EH2894' EH2894'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MORO NO 1 EH2894'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 EH2894'INCHES. IT IS 1 FOOT NORTH OF THE WIRE FENCE, 1 FOOT WEST EH2894'OF A METAL WITNESS POST, 35 FEET WEST-SOUTHWEST OF THE SOUTH EH2894'END OF A CONCRETE CULVERT AND 60 FEET SOUTH OF THE CENTERLINE EH2894'OF HIGHWAY 79. EH2894' EH2894'REFERENCE MARK NO. 2. A STANDARD DISK STAMPED MORO NO 2 EH2894'1965, IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS EH2894'4 INCHES. IT IS 1 FOOT NORTH OF THE WIRE FENCE, 1.5 FEET EH2894'EAST OF A METAL WITNESS POST AND 60 FEET SOUTH OF THE CENTERLINE EH2894'OF HIGHWAY 79. EH2894' EH2894'AZIMUTH MARK, A STANDARD DISK STAMPED MORO 1965, IS SET EH2894'IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE EH2894'OFTHE GROUND. IT IS 1.5 FEET NORTH OF A POWER POLE, 29 EH2894'FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 48.5 FEET EH2894'NORTHWEST OF THE NORTHWEST CORNER OF A STORE BUILDING AND EH2894'56 FEET SOUTH OF HIGHWAY 79. EH2894' EH2894'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. EH2894'HIGHWAY 79 FOR 0.25 TO THE MARK ON THE RIGHT. EH2894' EH2894'NOTE- REFERENCE MARKS MEASURED PULLING 5 KG. TAPE TENSION. EH2894' EH2894'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EH2894 EH2894 STATION RECOVERY (1963) EH2894 EH2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 EH2894'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS EH2894'DESCRIBED. NO SEARCH WAS MADE FOR THE AZIMUTH MARK. EH2894' EH2894'ROUTE DESCRIPTION ADEQUATE. EH2894 EH2894 STATION RECOVERY (2005) EH2894 EH2894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (DLB) EH2894'RM 1 AND RM 2 FOUND GOOD.