1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ7789 *********************************************************************** AJ7789 CBN - This is a Cooperative Base Network Control Station. AJ7789 DESIGNATION - JENNIFER AJ7789 PID - AJ7789 AJ7789 STATE/COUNTY- MS/DE SOTO AJ7789 USGS QUAD - LEWISBURG (1982) AJ7789 AJ7789 *CURRENT SURVEY CONTROL AJ7789 ___________________________________________________________________ AJ7789* NAD 83(1993)- 34 49 00.85634(N) 089 47 31.77191(W) ADJUSTED AJ7789* NAVD 88 - 87.5 (meters) 287. (feet) GPS OBS AJ7789 ___________________________________________________________________ AJ7789 X - 19,015.741 (meters) COMP AJ7789 Y - -5,242,065.764 (meters) COMP AJ7789 Z - 3,621,243.657 (meters) COMP AJ7789 LAPLACE CORR- -0.27 (seconds) DEFLEC99 AJ7789 ELLIP HEIGHT- 60.05 (meters) (04/15/02) GPS OBS AJ7789 GEOID HEIGHT- -27.38 (meters) GEOID99 AJ7789 AJ7789 HORZ ORDER - B AJ7789 ELLP ORDER - FOURTH CLASS II AJ7789 AJ7789.The horizontal coordinates were established by GPS observations AJ7789.and adjusted by the National Geodetic Survey in February 2002. AJ7789 AJ7789.The orthometric height was determined by GPS observations and a AJ7789.high-resolution geoid model. AJ7789 AJ7789.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7789 AJ7789.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7789 AJ7789.The ellipsoidal height was determined by GPS observations AJ7789.and is referenced to NAD 83. AJ7789 AJ7789.The geoid height was determined by GEOID99. AJ7789 AJ7789; North East Units Scale Converg. AJ7789;SPC MS W - 589,695.240 749,510.403 MT 0.99998020 +0 18 32.4 AJ7789;UTM 16 - 3,856,293.448 244,609.175 MT 1.00040397 -1 35 42.2 AJ7789 AJ7789 SUPERSEDED SURVEY CONTROL AJ7789 AJ7789 ELLIP HT - 60.04 (m) (02/15/02) GP( ) 4 1 AJ7789 AJ7789.Superseded values are not recommended for survey control. AJ7789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ7789.See file dsdata.txt to determine how the superseded data were derived. AJ7789 AJ7789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD4460956293(NAD 83) AJ7789_MARKER: DH = HORIZONTAL CONTROL DISK AJ7789_SETTING: 38 = BRIDGE ABUTMENT AJ7789_STAMPING: JENNIFER 2000 AJ7789_MARK LOGO: NGS AJ7789_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7789+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003 AJ7789 AJ7789 HISTORY - Date Condition Report By AJ7789 HISTORY - 2000 MONUMENTED NGS AJ7789 HISTORY - 20030624 GOOD INDIV AJ7789 AJ7789 STATION DESCRIPTION AJ7789 AJ7789'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (KDS) AJ7789'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) EAST OF HERNANDO, MS. TO AJ7789'REACH THE STATION FROM I-55 EXIT 271 AT COLDWATER, MS, DRIVE EAST ON AJ7789'RTE 306 FOR 9.0 MI (14.5 KM) TO A T INTERSECTION AT RTE 305. TURN AJ7789'LEFT AND PROCEED NORTH ON RTE 305, PAST INDEPENDENCE AND THROUGH AJ7789'COCKRUM, FOR 8.45 MI (13.60 KM) TO PAVED INGRAMS MILL ROAD ON THE AJ7789'RIGHT, JUST WHERE RTE 305 MAKES A SHARP WESTWARD BEND. TURN RIGHT AND AJ7789'CONTINUE EAST ON INGRAMS MILL RD. FOR 1.25 MI (2.01 KM) TO, AND AJ7789'ACROSS, A HUMP-BACKED CONCRETE BRIDGE OVER PIGEON ROOST CREEK AND THE AJ7789'STATION ON THE LEFT. THE STATION MARK IS AN NGS HORIZONTAL DISK AJ7789'STAMPED JENNIFER 2000 AND SET IN THE NORTH SIDE OF THE EAST ABUTMENT, AJ7789'3.3 FT (1.0 M) NORTH OF THE GUIDERAIL. VACATE AT DUSK. AJ7789 AJ7789 STATION RECOVERY (2003) AJ7789 AJ7789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RPB) AJ7789'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH0208 *********************************************************************** EH0208 DESIGNATION - K 226 EH0208 PID - EH0208 EH0208 STATE/COUNTY- MS/DE SOTO EH0208 USGS QUAD - ROBINSONVILLE (1981) EH0208 EH0208 *CURRENT SURVEY CONTROL EH0208 ___________________________________________________________________ EH0208* NAD 83(1986)- 34 51 38. (N) 090 17 12. (W) SCALED EH0208* NAVD 88 - 68.591 (meters) 225.04 (feet) ADJUSTED EH0208 ___________________________________________________________________ EH0208 GEOID HEIGHT- -27.11 (meters) GEOID99 EH0208 DYNAMIC HT - 68.526 (meters) 224.82 (feet) COMP EH0208 MODELED GRAV- 979,700.0 (mgal) NAVD 88 EH0208 EH0208 VERT ORDER - FIRST CLASS II EH0208 EH0208.The horizontal coordinates were scaled from a topographic map and have EH0208.an estimated accuracy of +/- 6 seconds. EH0208 EH0208.The orthometric height was determined by differential leveling EH0208.and adjusted by the National Geodetic Survey in June 1991. EH0208 EH0208.The geoid height was determined by GEOID99. EH0208 EH0208.The dynamic height is computed by dividing the NAVD 88 EH0208.geopotential number by the normal gravity value computed on the EH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH0208.degrees latitude (g = 980.6199 gals.). EH0208 EH0208.The modeled gravity was interpolated from observed gravity values. EH0208 EH0208; North East Units Estimated Accuracy EH0208;SPC MS W - 594,410. 704,270. MT (+/- 180 meters Scaled) EH0208 EH0208 SUPERSEDED SURVEY CONTROL EH0208 EH0208 NGVD 29 - 68.596 (m) 225.05 (f) ADJUSTED 1 2 EH0208 EH0208.Superseded values are not recommended for survey control. EH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH0208.See file dsdata.txt to determine how the superseded data were derived. EH0208 EH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU480609(NAD 83) EH0208_MARKER: DB = BENCH MARK DISK EH0208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EH0208_STAMPING: K 226 1976 EH0208_MARK LOGO: NGS EH0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH0208 EH0208 HISTORY - Date Condition Report By EH0208 HISTORY - 1976 MONUMENTED NGS EH0208 HISTORY - 1983 GOOD NGS EH0208 HISTORY - 20030604 MARK NOT FOUND USACE EH0208 EH0208 STATION DESCRIPTION EH0208 EH0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EH0208'0.7 MI SW FROM PENTON. EH0208'0.25 MILES WEST ALONG A DIRT ROAD FROM THE CROSSING OF A RAILROAD AT EH0208'PENTON, THENCE 0.45 MILES SOUTH ALONG THE LEVEE, 17 FEET EAST OF THE EH0208'CENTER LINE OF THE LEVEE, AND 2 FEET SOUTH OF MILEPOST 18/19. A DISK EH0208'ON TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 4 FEET ENCASED IN A EH0208'PIPE PROJECTING +0 INCHES. 2 FEET BELOW LEVEE 1 FOOT NORTH OF A EH0208'WITNESS POST. EH0208 EH0208 STATION RECOVERY (1983) EH0208 EH0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 EH0208'RECOVERED THIS DATE. NOTE, THIS IS A PREFAB MARK WITH BASE PLATE. EH0208 EH0208 STATION RECOVERY (2003) EH0208 EH0208'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH0208'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH2481 *********************************************************************** EH2481 DESIGNATION - Q 348 EH2481 PID - EH2481 EH2481 STATE/COUNTY- MS/DE SOTO EH2481 USGS QUAD - ROBINSONVILLE (1981) EH2481 EH2481 *CURRENT SURVEY CONTROL EH2481 ___________________________________________________________________ EH2481* NAD 83(1993)- 34 51 40.08465(N) 090 17 12.55401(W) ADJUSTED EH2481* NAVD 88 - 69.378 (meters) 227.62 (feet) ADJUSTED EH2481 ___________________________________________________________________ EH2481 LAPLACE CORR- -1.72 (seconds) DEFLEC99 EH2481 GEOID HEIGHT- -27.11 (meters) GEOID99 EH2481 DYNAMIC HT - 69.313 (meters) 227.40 (feet) COMP EH2481 MODELED GRAV- 979,700.0 (mgal) NAVD 88 EH2481 EH2481 HORZ ORDER - FIRST EH2481 VERT ORDER - FIRST CLASS II EH2481 EH2481.The horizontal coordinates were established by classical geodetic methods EH2481.and adjusted by the National Geodetic Survey in May 1994. EH2481.No horizontal observational check was made to the station. EH2481 EH2481.The orthometric height was determined by differential leveling EH2481.and adjusted by the National Geodetic Survey in June 1991. EH2481 EH2481.The Laplace correction was computed from DEFLEC99 derived deflections. EH2481 EH2481.The geoid height was determined by GEOID99. EH2481 EH2481.The dynamic height is computed by dividing the NAVD 88 EH2481.geopotential number by the normal gravity value computed on the EH2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH2481.degrees latitude (g = 980.6199 gals.). EH2481 EH2481.The modeled gravity was interpolated from observed gravity values. EH2481 EH2481; North East Units Scale Converg. EH2481;SPC MS W - 594,469.259 704,253.014 MT 0.99995022 +0 01 35.7 EH2481;SPC AR N - 59,918.597 556,651.211 MT 1.00001498 +0 59 48.8 EH2481;UTM 15 - 3,861,001.826 748,032.043 MT 1.00035830 +1 33 05.8 EH2481 EH2481 SUPERSEDED SURVEY CONTROL EH2481 EH2481 NAD 83(1993)- 34 51 40.08553(N) 090 17 12.55740(W) AD( ) 1 EH2481 NAD 83(1986)- 34 51 40.09367(N) 090 17 12.55381(W) AD( ) 1 EH2481 NAD 27 - 34 51 39.74226(N) 090 17 12.20290(W) AD( ) 1 EH2481 NGVD 29 - 69.383 (m) 227.63 (f) ADJUSTED 1 2 EH2481 EH2481.Superseded values are not recommended for survey control. EH2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2481.See file dsdata.txt to determine how the superseded data were derived. EH2481 EH2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4803261002(NAD 83) EH2481_MARKER: I = METAL ROD EH2481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EH2481_STAMPING: Q 348 1983 EH2481_MARK LOGO: NGS EH2481_PROJECTION: RECESSED 3 CENTIMETERS EH2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2481+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003 EH2481_ROD/PIPE-DEPTH: 31.6 meters EH2481 EH2481 HISTORY - Date Condition Report By EH2481 HISTORY - 1983 MONUMENTED NGS EH2481 HISTORY - 1984 GOOD NGS EH2481 HISTORY - 1984 GOOD NGS EH2481 HISTORY - 20030604 GOOD USACE EH2481 EH2481 STATION DESCRIPTION EH2481 EH2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EH2481'32.0 KM (19.9 MI) SW FROM WALLS. EH2481'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST EH2481'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON EH2481'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST EH2481'ALONG THE LEVEE ROAD TO MILEPOST NUMBER 7/8 AND THE EH2481'MISSISSIPPI-TENNESSEE STATE LINE, THENCE 17.7 KM (11.0 MI) SOUTH ALONG EH2481'THE LEVEE ROAD, ABOUT 0.1 KM (0.05 MI) NORTHEAST OF A CROSS FENCE AND EH2481'CATTLE GUARD IN THE ROADWAY, 2.0 METERS (6.0 FT) WEST-NORTHWEST OF EH2481'MILEPOST NUMBER 18/19, 61.2 METERS (201.0 FT) NORTH-NORTHEAST OF THE EH2481'NORTHEAST CORNER OF A RAILROAD IRON CATTLE GUARD, 3.2 METERS (10.5 FT) EH2481'SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 2.1 METERS (6.9 FT) EH2481'NORTHWEST OF BENCH MARK K 226, AND 2.0 METERS (6.5 FT) NORTHWEST OF A EH2481'METAL WITNESS POST. EH2481'THE MARK IS 0.2 METERS SW FROM A WITNESS POST. EH2481'THE MARK IS 0.3 M BELOW ROAD. EH2481 EH2481 STATION RECOVERY (1984) EH2481 EH2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV) EH2481'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH OF ROBINSONVILLE, EH2481'0.2 KM (0.15 MI) NORTH OF THE TUNICA COUNTY LINE ALONG THE LEVEE ROAD EH2481'AT MILEPOST 18/19, IN THE SOUTHWEST 1/4 OF SECTION 32, T2S, R10W. EH2481'OWNERSHIP-- YAZOO MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER, EH2481'JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, TELEPHONE (601) EH2481'624-4397. EH2481' EH2481'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE GO WEST ON EH2481'A PAVED ROAD FOR 8.0 KM (4.95 MI) TO A FORK AT THE LEVEE EH2481'RIGHT-OF-WAY, KEEP RIGHT, CROSSING A CATTLE GUARD FOR 0.2 KM (0.1 MI) EH2481'TO THE LEVEE ROAD, TURN RIGHT, NORTH ALONG THE LEVEE FOR 12.9 KM (8.0 EH2481'MI) TO MILEPOST 18/19 AND THE STATION ON THE RIGHT SET BETWEEN TWO EH2481'STEEL BLADES PAINTED WHITE. EH2481' EH2481'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD STAINLESS STEEL EH2481'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---Q EH2481'348 1983--- LOCATED 1.8 METERS (6.0 FEET) WNW FROM MILEPOST 18/19, EH2481'61.3 METERS (201.0 FEET) NNE FROM THE NORTHEAST CORNER OF A RAILROAD EH2481'IRON CATTLE GUARD, 2.1 METERS (6.9 FEET) NW FROM BENCH MARK K 226, EH2481'3.2 METERS (10.5 FEET) SE FROM THE APPROXIMATE CENTER OF THE LEVEE EH2481'ROAD, AND 2.0 METERS (6.5 FEET) NW FROM A METAL WITNESS POST. EH2481' EH2481'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPI, EH2481'MAY - JUNE 1984. EH2481 EH2481 STATION RECOVERY (1984) EH2481 EH2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 EH2481'RECOVERED IN GOOD CONDITION. EH2481 EH2481 STATION RECOVERY (2003) EH2481 EH2481'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH2481'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EH2480 *********************************************************************** EH2480 DESIGNATION - R 348 EH2480 PID - EH2480 EH2480 STATE/COUNTY- MS/DE SOTO EH2480 USGS QUAD - ROBINSONVILLE (1981) EH2480 EH2480 *CURRENT SURVEY CONTROL EH2480 ___________________________________________________________________ EH2480* NAD 83(1993)- 34 52 24.48612(N) 090 16 39.23613(W) ADJUSTED EH2480* NAVD 88 - 69.623 (meters) 228.42 (feet) ADJUSTED EH2480 ___________________________________________________________________ EH2480 X - -25,377.468 (meters) COMP EH2480 Y - -5,238,439.025 (meters) COMP EH2480 Z - 3,626,383.608 (meters) COMP EH2480 LAPLACE CORR- -1.68 (seconds) DEFLEC99 EH2480 ELLIP HEIGHT- 42.50 (meters) (05/13/94) GPS OBS EH2480 GEOID HEIGHT- -27.12 (meters) GEOID99 EH2480 DYNAMIC HT - 69.558 (meters) 228.21 (feet) COMP EH2480 MODELED GRAV- 979,700.9 (mgal) NAVD 88 EH2480 EH2480 HORZ ORDER - FIRST EH2480 VERT ORDER - FIRST CLASS II EH2480 ELLP ORDER - FOURTH CLASS I EH2480 EH2480.The horizontal coordinates were established by GPS observations EH2480.and adjusted by the National Geodetic Survey in May 1994. EH2480 EH2480.The orthometric height was determined by differential leveling EH2480.and adjusted by the National Geodetic Survey in June 1991. EH2480 EH2480.The X, Y, and Z were computed from the position and the ellipsoidal ht. EH2480 EH2480.The Laplace correction was computed from DEFLEC99 derived deflections. EH2480 EH2480.The ellipsoidal height was determined by GPS observations EH2480.and is referenced to NAD 83. EH2480 EH2480.The geoid height was determined by GEOID99. EH2480 EH2480.The dynamic height is computed by dividing the NAVD 88 EH2480.geopotential number by the normal gravity value computed on the EH2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EH2480.degrees latitude (g = 980.6199 gals.). EH2480 EH2480.The modeled gravity was interpolated from observed gravity values. EH2480 EH2480; North East Units Scale Converg. EH2480;SPC MS W - 595,837.905 705,098.505 MT 0.99995032 +0 01 54.8 EH2480;SPC AR N - 61,301.453 557,473.454 MT 1.00001231 +1 00 08.2 EH2480;UTM 15 - 3,862,393.063 748,841.135 MT 1.00036325 +1 33 26.6 EH2480 EH2480 SUPERSEDED SURVEY CONTROL EH2480 EH2480 NAD 83(1993)- 34 52 24.48676(N) 090 16 39.23908(W) AD( ) 1 EH2480 NAD 83(1986)- 34 52 24.49488(N) 090 16 39.23546(W) AD( ) 1 EH2480 NAD 27 - 34 52 24.14449(N) 090 16 38.88551(W) AD( ) 1 EH2480 NGVD 29 - 69.628 (m) 228.44 (f) ADJUSTED 1 2 EH2480 EH2480.Superseded values are not recommended for survey control. EH2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EH2480.See file dsdata.txt to determine how the superseded data were derived. EH2480 EH2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4884162393(NAD 83) EH2480_MARKER: I = METAL ROD EH2480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EH2480_STAMPING: R 348 1983 EH2480_MARK LOGO: NGS EH2480_PROJECTION: RECESSED 3 CENTIMETERS EH2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EH2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EH2480+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003 EH2480_ROD/PIPE-DEPTH: 31.6 meters EH2480 EH2480 HISTORY - Date Condition Report By EH2480 HISTORY - 1983 MONUMENTED NGS EH2480 HISTORY - 1984 GOOD NGS EH2480 HISTORY - 1984 GOOD NGS EH2480 HISTORY - 20030604 GOOD USACE EH2480 EH2480 STATION DESCRIPTION EH2480 EH2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EH2480'30.4 KM (18.9 MI) SW FROM WALLS. EH2480'3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE POST EH2480'OFFICE IN WALLS, THENCE 0.6 KM (0.4 MI) WEST ALONG A GRAVEL ROAD ON EH2480'TOP OF THE LEVEE TO A LOCKED IRON GATE, THENCE 10.6 KM (6.6 MI) WEST EH2480'ALONG THE LEVEE ROAD TO MILEPOST NUMBER 7/8 AND THE EH2480'MISSISSIPPI-TENNESSEE STATE LINE, THENCE 16.1 KM (10.0 MI) SOUTH ALONG EH2480'THE LEVEE ROAD, 0.2 KM (0.15 MI) NORTHEAST OF A CURVE IN THE LEVEE, EH2480'3.4 METERS (11.2 FT) NORTH OF CONCRETE MILEPOST 17/18, AND 3.5 METERS EH2480'(11.5 FT) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD. EH2480'THE MARK IS 0.3 METERS SW FROM A WITNESS POST. EH2480'THE MARK IS 0.3 M BELOW ROAD. EH2480 EH2480 STATION RECOVERY (1984) EH2480 EH2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DRV) EH2480'THE STATION IS LOCATED ABOUT 14.9 KM (9.25 MI) SOUTHWEST OF WALLS, EH2480'ABOUT 7.2 KM (4.5 MI) NORTH-NORTHWEST OF ROBINSONVILLE, 1.4 KM (0.9 EH2480'MI) NORTH ALONG THE LEVEE FROM THE TUNICA COUNTY LINE, AT MIELPOST EH2480'17/18, IN THE NORTHEAST 1/4 OF SECTION 32, T2S, R10W. EH2480'OWNERSHIP--YAZOO MISSISSIPPI DELTA LEVEE BOARD, C/O CHIEF ENGINEER, EH2480'JOE F. MOONEY, PO BOX 610, CLARKSDALE, MS 38614, TELEPHONE (601) EH2480'624-4397. EH2480' EH2480'TO REACH THE STATION FROM THE POST OFFICE IN ROBINSONVILLE GO WEST ON EH2480'A PAVED ROAD FOR 8.0KM (4.95 MI) TO A FORK AT THE LEVEE RIGHT-OF-WAY, EH2480'KEEP RIGHT, CROSSING A CATTLE GUARD FOR 0.2 KM (0.1 MI) TO THE LEVEE EH2480'ROAD, TURN RIGHT, NORTH (TO REACH THE AZIMUTH MARK, CONTINUE NORTH EH2480'ALONG THE LEVEE FOR 12.9 KM (8.0 MI) TO MILEPOST 18/19 AND THE EH2480'AZIMUTH MARK ON THE RIGHT SET BETWEEN TWO STEEL BLADES PAINTED EH2480'WHITE.) GO NORTH ALONG THE LEVEE FOR 14.5 KM (9.0 MI) TO MILEPOST EH2480'17/18 AND THE STATION ON THE RIGHT. EH2480' EH2480'THE STATION IS A PUNCH MARK IN THE TOP OF A STANDARD NGS STAINLESS EH2480'STEEL CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP EH2480'STAMPED---R 348 1983--- LOCATED 3.4 METERS (11.2 FEET) N FROM EH2480'MILEPOST 17/18 AND 3.5 METERS (11.5 FEET) SE FROM THE APPROXIMATE EH2480'CENTER OF THE LEVEE ROAD. EH2480' EH2480'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STANDARD STAINLESS STEEL EH2480'CLASS B ROD MARK ENCASED IN A PVC PIPE WITH A LOGO CAP STAMPED---Q EH2480'348 1983--- LOCATED 1.8 METERS (6.0 FEET) WNW FROM MILEPOST 18/19, EH2480'61.3 METERS (201.0 FEET) NNE FROM THE NORTHEAST CORNER OF A RAILROAD EH2480'IRON CATTLE GUARD, 2.1 METERS (6.9 FEET) NW FROM BENCH MARK K 226, EH2480'3.2 METERS (10.5 FEET) SE FROM THE APPROXIMATE CENTER OF THE LEVEE EH2480'ROAD, AND 2.0 METERS (6.5 FEET) NW FROM A METAL WITNESS POST. EH2480' EH2480'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, EH2480'MISSISSIPPI, MAY-JUNE 1984. EH2480 EH2480 STATION RECOVERY (1984) EH2480 EH2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 EH2480'RECOVERED IN GOOD CONDITION. EH2480 EH2480 STATION RECOVERY (2003) EH2480 EH2480'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH) EH2480'RECOVERED IN GOOD CONDITION.