1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RR0769 *********************************************************************** RR0769 DESIGNATION - DE WALL RR0769 PID - RR0769 RR0769 STATE/COUNTY- ND/KIDDER RR0769 USGS QUAD - LAKE GENEVA (1975) RR0769 RR0769 *CURRENT SURVEY CONTROL RR0769 ___________________________________________________________________ RR0769* NAD 83(1996)- 46 46 59.04586(N) 100 02 33.43978(W) ADJUSTED RR0769* NAVD 88 - 580. (meters) 1903. (feet) VERTCON RR0769 ___________________________________________________________________ RR0769 LAPLACE CORR- -3.36 (seconds) DEFLEC99 RR0769 GEOID HEIGHT- -22.13 (meters) GEOID99 RR0769 RR0769 HORZ ORDER - FIRST RR0769 RR0769.The horizontal coordinates were established by classical geodetic methods RR0769.and adjusted by the National Geodetic Survey in January 1998. RR0769 RR0769.The NAVD 88 height was computed by applying the VERTCON shift value to RR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RR0769 RR0769.The Laplace correction was computed from DEFLEC99 derived deflections. RR0769 RR0769.The geoid height was determined by GEOID99. RR0769 RR0769; North East Units Scale Converg. RR0769;SPC ND S - 124,197.043 634,924.450 MT 0.99993626 +0 20 01.0 RR0769;UTM 14 - 5,181,585.478 420,414.062 MT 0.99967785 -0 45 35.5 RR0769 RR0769: Primary Azimuth Mark Grid Az RR0769:SPC ND S - DE WALL AZ MK 171 53 03.8 RR0769:UTM 14 - DE WALL AZ MK 172 58 40.3 RR0769 RR0769|---------------------------------------------------------------------| RR0769| PID Reference Object Distance Geod. Az | RR0769| dddmmss.s | RR0769| CO5550 DE WALL RM 1 10.082 METERS 09255 | RR0769| CO5549 DE WALL AZ MK 1721304.8 | RR0769| CO5551 DE WALL RM 2 10.335 METERS 19507 | RR0769| RR0768 BISMARCK FARGO AWY BN 62 APPROX. 5.5 KM 3370754.0 | RR0769|---------------------------------------------------------------------| RR0769 RR0769 SUPERSEDED SURVEY CONTROL RR0769 RR0769 NAD 83(1986)- 46 46 59.03334(N) 100 02 33.42597(W) AD( ) 1 RR0769 NAD 27 - 46 46 59.08800(N) 100 02 32.04100(W) AD( ) 1 RR0769 NGVD 29 - 580. (m) 1903. (f) VERT ANG RR0769 RR0769.Superseded values are not recommended for survey control. RR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RR0769.See file dsdata.txt to determine how the superseded data were derived. RR0769 RR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS2041481585(NAD 83) RR0769_MARKER: DS = TRIANGULATION STATION DISK RR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RR0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RR0769+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002 RR0769 RR0769 HISTORY - Date Condition Report By RR0769 HISTORY - 1948 MONUMENTED CGS RR0769 HISTORY - 1957 GOOD CGS RR0769 HISTORY - 1971 GOOD LOCENG RR0769 HISTORY - 1975 GOOD USGS RR0769 HISTORY - 20021204 GOOD NDDT RR0769 RR0769 STATION DESCRIPTION RR0769 RR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT) RR0769'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DRISCOLL, 2 MILES RR0769'EAST OF THE BURLEIGH-KIDDER COUNTY LINE, AND ON A HIGH KNOLL. RR0769'IT IS ON LAND OWNED BY MR. DE WALL. RR0769' RR0769'TO REACH FROM THE POST OFFICE IN DRISCOLL, GO SOUTH ON GRAVELED RR0769'ROAD 1.55 MILES, TURN RIGHT AND GO WEST 1.0 MILE, TURN LEFT AND RR0769'GO SOUTH 3.0 MILES TO WHERE GRAVELED ROAD TURNS RIGHT. CONTINUE RR0769'SOUTH ON TRACK ROAD 1.0 MILE TO CROSSROADS, TURN LEFT AND GO RR0769'EAST ON GRADED ROAD 4.0 MILES. CONTINUE EAST ON TRACK ROAD 1.0 RR0769'MILE TO CROSSROADS, TURN LEFT AND GO NORTH 1.0 MILE. THENCE RR0769'EAST 0.8 MILE TO FARM DRIVEWAY ON THE LEFT. THE AZIMUTH MARK IS RR0769'ON THE RIGHT OF THE DRIVEWAY. TURN LEFT AND FOLLOW DRIVEWAY RR0769'0.2 MILE TO FARM HOUSE, PASS THROUGH A GATE, WHICH IS RR0769'NORTHWEST OF HOUSE, AND FOLLOW DIM TRACK ROAD NORTH-NORTHWEST RR0769'0.2 MILE TO TOP OF KNOLL AND STATION RR0769' RR0769'STATION IS 0.2 MILE NORTH-NORTHWEST OF A FARM HOUSE. THE STATION RR0769'MARK IS A STANDARD STATION MARK DISK SET IN THE TOP OF A 12 INCH RR0769'SQUARE CONCRETE POST. THE MARK PROJECTS 8 INCHES, AND THE RR0769'DISK IS STAMPED DE WALL 1948. RR0769' RR0769'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED RR0769'IN AN OUTCROPPING OF BEDROCK. THE BEDROCK PROJECTS 3 INCHES, RR0769'AND THE DISK IS STAMPED DE WALL NO 1 1948. RR0769' RR0769'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN RR0769'THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS 8 RR0769'INCHES, AND THE DISK IS STAMPED DE WALL NO 2 1948. RR0769' RR0769'AZIMUTH MARK IS 35 FEET NORTH OF A TRACK ROAD, 10 FEET EAST OF A RR0769'DRIVEWAY, AND 2 FEET NORTH OF A WITNESS POST. THE MARK IS A RR0769'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE RR0769'CONCRETE POST. THE MARK PROJECTS 8 INCHES, AND THE DISK IS RR0769'STAMPED DE WALL 1948. RR0769' RR0769'A 4-FOOT STAND WILL SEE STATIONS LONG, TRAUTMAN, AND EXCELSIOR. RR0769' RR0769'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. RR0769 RR0769 STATION RECOVERY (1957) RR0769 RR0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS) RR0769'STATION RECOVERED AS DESCRIBED AND THE STATION MARK, AZIMUTH RR0769'MARK AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION. THE DISK RR0769'FOR R.M. NO. 1 IS BATTERED BUT IT IS SET IN A DRILL HOLE IN A RR0769'BOULDER AND IS STILL SOLID. THE 1948 DESCRIPTION TO REACH THE RR0769'STATION IS ADEQUATE. RR0769 RR0769 STATION RECOVERY (1971) RR0769 RR0769'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL) RR0769'RECOVERED BY E.H. SCHMIDT CORP. RR0769' RR0769'VERY GOOD RR0769' RR0769'DESCRIPTION IS ADEQUATE RR0769 RR0769 STATION RECOVERY (1975) RR0769 RR0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD) RR0769'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED. AZ MK RECOVERED RR0769'LOOSE IN GROUND. RR0769 RR0769 STATION RECOVERY (2002) RR0769 RR0769'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL) RR0769'FROM THE NW COR. OF DRISCOLL TWP. CEMETARY, LOCATED IN THE NW1/4 OF RR0769'SEC. 27, T139N-R75W, THENCE EAST 1.0 MILES, THENCE SOUTH 2.0 MILES, RR0769'THENCE EAST 3.0 MILES, THENCE SOUTH 2.0 MILES, THENCE EAST 1.0 MILES, RR0769'THENCE NORTH 0.2 MILES TO GATE IN FENCE, PASS THROUGH GATE, THENCE RR0769'WEST-NORTHWESTERLY 0.3 MILES TO HIGHEST POINT ON SOUTHMOST HILL. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 RR0766 *********************************************************************** RR0766 DESIGNATION - EXCELSIOR RR0766 PID - RR0766 RR0766 STATE/COUNTY- ND/KIDDER RR0766 USGS QUAD - STONY SLOUGH (1975) RR0766 RR0766 *CURRENT SURVEY CONTROL RR0766 ___________________________________________________________________ RR0766* NAD 83(1996)- 46 57 08.02561(N) 100 00 15.84537(W) ADJUSTED RR0766* NAVD 88 - 602.47 (+/-2cm) 1976.6 (feet) VERTCON RR0766 ___________________________________________________________________ RR0766 LAPLACE CORR- -3.11 (seconds) DEFLEC99 RR0766 GEOID HEIGHT- -22.20 (meters) GEOID99 RR0766 RR0766 HORZ ORDER - FIRST RR0766 VERT ORDER - THIRD ? (See Below) RR0766 RR0766.The horizontal coordinates were established by classical geodetic methods RR0766.and adjusted by the National Geodetic Survey in January 1998. RR0766 RR0766.The NAVD 88 height was computed by applying the VERTCON shift value to RR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RR0766.The vertical order pertains to the superseded datum. RR0766 RR0766.The Laplace correction was computed from DEFLEC99 derived deflections. RR0766 RR0766.The geoid height was determined by GEOID99. RR0766 RR0766; North East Units Scale Converg. RR0766;SPC ND S - 143,018.513 637,724.231 MT 0.99993795 +0 21 41.3 RR0766;UTM 14 - 5,200,345.125 423,572.026 MT 0.99967179 -0 44 02.5 RR0766 RR0766: Primary Azimuth Mark Grid Az RR0766:SPC ND S - EXCELSIOR AZ MK 270 01 08.8 RR0766:UTM 14 - EXCELSIOR AZ MK 271 06 52.6 RR0766 RR0766|---------------------------------------------------------------------| RR0766| PID Reference Object Distance Geod. Az | RR0766| dddmmss.s | RR0766| CO4920 EXCELSIOR RM 1 6.971 METERS 08041 | RR0766| CO4921 EXCELSIOR RM 2 17.764 METERS 17556 | RR0766| RR0768 BISMARCK FARGO AWY BN 62 APPROX.14.6 KM 2001252.9 | RR0766| CO4919 EXCELSIOR AZ MK 2702250.1 | RR0766|---------------------------------------------------------------------| RR0766 RR0766 SUPERSEDED SURVEY CONTROL RR0766 RR0766 NAD 83(1986)- 46 57 08.01120(N) 100 00 15.82950(W) AD( ) 1 RR0766 NAD 27 - 46 57 08.07000(N) 100 00 14.47100(W) AD( ) 1 RR0766 NGVD 29 - 602.04 (m) 1975.2 (f) LEVELING 3 RR0766 RR0766.Superseded values are not recommended for survey control. RR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RR0766.See file dsdata.txt to determine how the superseded data were derived. RR0766 RR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2357200345(NAD 83) RR0766_MARKER: DS = TRIANGULATION STATION DISK RR0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RR0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RR0766+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 RR0766 RR0766 HISTORY - Date Condition Report By RR0766 HISTORY - 1948 MONUMENTED CGS RR0766 HISTORY - 1957 GOOD CGS RR0766 HISTORY - 20021202 GOOD NDDT RR0766 RR0766 STATION DESCRIPTION RR0766 RR0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT) RR0766'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF STEELE, ABOUT RR0766'9 MILES NORTHEAST OF DRISCOLL, ON SECTION LINE ROAD RIGHT-OF-WAY. RR0766' RR0766'TO REACH FROM THE DEPOT IN DRISCOLL, GO NORTH FOR 0.4 MILE TO RR0766'U.S. HIGHWAY 10, TURN RIGHT AND GO EAST ON HIGHWAY 10 FOR 5.0 RR0766'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 7.1 MILES ON A RR0766'GRADED DIRT ROAD TO A DIM TRACK SECTION LINE ROAD RIGHT, TURN RR0766'RIGHT ON SECTION LINE ROAD AND GO EAST FOR 1.25 MILES TO AZIMUTH RR0766'MARK IN FENCE LINE ON LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 RR0766'MILE TO WHITE HOUSE AND STATION ON TOP OF HILL. RR0766' RR0766'STATION IS 63 FEET SOUTH-SOUTHWEST OF A WHITE HOUSE AND 8 FEET RR0766'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD STATION MARK DISK RR0766'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST. THE MARK RR0766'PROJECTS 7 INCHES, AND THE DISK IS STAMPED EXCELSIOR 1948. RR0766' RR0766'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF A WHITE HOUSE. IT IS RR0766'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH SQUARE RR0766'CONCRETE POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS RR0766'STAMPED EXCELSIOR NO 1 1948. RR0766' RR0766'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE RR0766'TOP OF A 10-INCH SQUARE CONCRETE POST. THE MARK PROJECTS 7 RR0766'INCHES, AND THE DISK IS STAMPED EXCELSIOR NO 2 1948. RR0766' RR0766'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 4 FEET EAST OF A RR0766'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE. IT IS A STANDARD RR0766'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE RR0766'POST. THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED RR0766'EXCELSIOR 1948. RR0766' RR0766'DE WALL, LONG, DRISCOLL, TRAUTMAN, AND DUEMELAND WILL SEE FROM RR0766'A 4-FOOT STAND. RR0766' RR0766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. RR0766 RR0766 STATION RECOVERY (1957) RR0766 RR0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS) RR0766'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD RR0766'CONDITION. ORIGINAL DESCRIPTION TO REACH IS ADEQUATE. RR0766 RR0766 STATION RECOVERY (2002) RR0766 RR0766'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (LA) RR0766'TO REACH FROM I-94 EXIT 195, GO NORTH 6.0 MILES TO AN APPROACH ON THE RR0766'EAST, THENCE GO EAST 1.0 MILES TO A GATE, ENTER GATE AND CONTINUE EAST RR0766'ALONG A FENCE 0.5 MILES TO STATION ON TOP OF HILL AT OLD FARMSTEAD, RR0766'ORIGINAL FARMHOUSE IS GONE BUT BUILDING FOUNDATION STILL EXISTS, RR0766'STATION IS SET IN THE TOP OF A CONCRETE POST.