1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 RR0773 *********************************************************************** RR0773 DESIGNATION - HOERR RR0773 PID - RR0773 RR0773 STATE/COUNTY- ND/BURLEIGH RR0773 USGS QUAD - MOFFIT (1971) RR0773 RR0773 *CURRENT SURVEY CONTROL RR0773 ___________________________________________________________________ RR0773* NAD 83(1996)- 46 42 41.62022(N) 100 20 38.08386(W) ADJUSTED RR0773* NAVD 88 - 560.2 (meters) 1838. (feet) VERTCON RR0773 ___________________________________________________________________ RR0773 LAPLACE CORR- -3.04 (seconds) DEFLEC99 RR0773 GEOID HEIGHT- -21.79 (meters) GEOID99 RR0773 RR0773 HORZ ORDER - FIRST RR0773 RR0773.The horizontal coordinates were established by classical geodetic methods RR0773.and adjusted by the National Geodetic Survey in January 1998. RR0773 RR0773.The NAVD 88 height was computed by applying the VERTCON shift value to RR0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) RR0773 RR0773.The Laplace correction was computed from DEFLEC99 derived deflections. RR0773 RR0773.The geoid height was determined by GEOID99. RR0773 RR0773; North East Units Scale Converg. RR0773;SPC ND S - 116,158.572 611,934.405 MT 0.99993815 +0 06 49.9 RR0773;UTM 14 - 5,173,988.739 397,280.305 MT 0.99972969 -0 58 42.0 RR0773 RR0773: Primary Azimuth Mark Grid Az RR0773:SPC ND S - HOERR AZ MK 080 33 49.8 RR0773:UTM 14 - HOERR AZ MK 081 39 21.7 RR0773 RR0773|---------------------------------------------------------------------| RR0773| PID Reference Object Distance Geod. Az | RR0773| dddmmss.s | RR0773| CO5187 HOERR AZ MK 0804039.7 | RR0773| CO5188 HOERR RM 1 13.899 METERS 17254 | RR0773| CO5189 HOERR RM 2 16.060 METERS 25952 | RR0773| RR0835 MENOKEN RADIO STA KFYR MAST APPROX.22.1 KM 3161108.6 | RR0773|---------------------------------------------------------------------| RR0773 RR0773 SUPERSEDED SURVEY CONTROL RR0773 RR0773 NAD 83(1986)- 46 42 41.60962(N) 100 20 38.06907(W) AD( ) 1 RR0773 NAD 27 - 46 42 41.64400(N) 100 20 36.65300(W) AD( ) 1 RR0773 NGVD 29 (07/19/86) 559.8 (m) 1837. (f) VERT ANG RR0773 RR0773.Superseded values are not recommended for survey control. RR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RR0773.See file dsdata.txt to determine how the superseded data were derived. RR0773 RR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9728073989(NAD 83) RR0773_MARKER: DS = TRIANGULATION STATION DISK RR0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RR0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RR0773+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003 RR0773 RR0773 HISTORY - Date Condition Report By RR0773 HISTORY - 1948 MONUMENTED CGS RR0773 HISTORY - 1957 GOOD CGS RR0773 HISTORY - 1970 GOOD USGS RR0773 HISTORY - 20030615 GOOD INDIV RR0773 RR0773 STATION DESCRIPTION RR0773 RR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT) RR0773'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF STERLING, ABOUT RR0773'2.5 MILES NORTHWEST OF MOFFIT, 100 YARDS SOUTH OF A WIRE FENCE, RR0773'ON THE NORTH SLOPE OF RIDGE, ON THE HOERR ESTATE. RR0773' RR0773'TO REACH FROM THE DEPOT IN MOFFIT, GO SOUTH ON U.S. HIGHWAY 83 RR0773'FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.8 MILE TO A RR0773'T-ROAD RIGHT, TURN RIGHT AND GO 2.0 MILES TO A LEFT TURN IN ROAD, RR0773'TURN LEFT AND GO 1.0 MILE TO A RIGHT TURN IN ROAD, TURN RIGHT RR0773'AND GO 0.45 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT INTO PASTURE RR0773'AND FOLLOW TRACK ROAD FOR 0.3 MILE TO A WIRE GATE AND AZIMUTH RR0773'MARK ON LEFT, PASS THROUGH GATE, TURN RIGHT AND FOLLOW FENCE FOR RR0773'0.25 MILE, TURN LEFT AND GO 100 YARDS TO THE STATION. RR0773' RR0773'STATION IS 10 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD RR0773'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE RR0773'POST. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOERR RR0773'1948. RR0773' RR0773'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET RR0773'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS RR0773'5 INCHES, AND THE DISK IS STAMPED HOERR NO 1 1948. RR0773' RR0773'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE RR0773'TOP OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS 6 RR0773'INCHES, AND THE DISK IS STAMPED HOERR NO 2 1948. RR0773' RR0773'AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 8 FEET EAST OF A WIRE RR0773'GATE, AND 3 FEET WEST OF A WITNESS POST. IT IS A STANDARD AZIMUTH RR0773'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE RR0773'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HOERR 1948. RR0773' RR0773'DAVENPORT 1934, NAUGHTON 1945, DUEMELAND, STERLING, TRAUTMAN, RR0773'AND LONG WILL SEE FROM A 4-FOOT STAND. RR0773' RR0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. RR0773 RR0773 STATION RECOVERY (1957) RR0773 RR0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS) RR0773'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD RR0773'CONDITION. SOME OF THE ROADS USED IN THE ORIGINAL DESCRIPTION RR0773'ARE NOW IMPASSABLE SO A NEW DESCRIPTION TO REACH FOLLOWS-- RR0773' RR0773'TO REACH FROM MOFFIT, FROM THE RAILROAD STATION, GO NORTH ON U.S. RR0773'HIGHWAY 83 FOR 4.0 MILES TO CROSSROADS, TURN LEFT AND GO WEST RR0773'ON GRAVEL ROAD FOR 3.0 MILES TO CROSSROADS, TURN LEFT ACROSS RR0773'RAILROAD FOR 0.1 MILE THEN BEAR LEFT AND GO SOUTHEAST ON TRACK RR0773'ROAD ALONG RAILROAD FOR 1.45 MILES, HERE BEAR RIGHT AND GO SOUTH RR0773'ON A TRACK ROAD FOR 0.5 MILE TO A GATE IN FENCE LINE ON RIGHT, RR0773'TURN RIGHT THROUGH GATE AND GO WEST ALONG SOUTH SIDE OF FENCE RR0773'FOR 0.35 MILE TO THE AZIMUTH MARK IN FENCE LINE ON RIGHT, RR0773'CONTINUE WEST FOR 0.25 MILE THEN TURN LEFT AND GO SOUTH FOR RR0773'ABOUT 100 YARDS TO TOP OF HILL AND STATION. RR0773 RR0773 STATION RECOVERY (1970) RR0773 RR0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS) RR0773'STATION, REFERENCE AND AZIMUTH MARKS FOUND AS DESCRIBED AND IN RR0773'GOOD CONDITION. RR0773' RR0773'THE 1957 DESCRIPTION IS SATISFACTORY. RR0773' RR0773'STANDARD BRACED TRIPOD USED. RR0773 RR0773 STATION RECOVERY (2003) RR0773 RR0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 RR0773'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 RR0779 *********************************************************************** RR0779 DESIGNATION - STERLING RR0779 PID - RR0779 RR0779 STATE/COUNTY- ND/BURLEIGH RR0779 USGS QUAD - STERLING (1975) RR0779 RR0779 *CURRENT SURVEY CONTROL RR0779 ___________________________________________________________________ RR0779* NAD 83(1996)- 46 49 21.93732(N) 100 19 11.18519(W) ADJUSTED RR0779* NAVD 88 - 590. (meters) 1936. (feet) SCALED RR0779 ___________________________________________________________________ RR0779 LAPLACE CORR- -1.87 (seconds) DEFLEC99 RR0779 GEOID HEIGHT- -21.88 (meters) GEOID99 RR0779 RR0779 HORZ ORDER - SECOND RR0779 RR0779.The horizontal coordinates were established by classical geodetic methods RR0779.and adjusted by the National Geodetic Survey in January 1998. RR0779 RR0779.The orthometric height was scaled from a topographic map. RR0779 RR0779.The Laplace correction was computed from DEFLEC99 derived deflections. RR0779 RR0779.The geoid height was determined by GEOID99. RR0779 RR0779; North East Units Scale Converg. RR0779;SPC ND S - 128,523.311 613,751.663 MT 0.99993587 +0 07 53.2 RR0779;UTM 14 - 5,186,313.977 399,332.681 MT 0.99972455 -0 57 45.0 RR0779 RR0779: Primary Azimuth Mark Grid Az RR0779:SPC ND S - STERLING AZ MK 267 12 30.9 RR0779:UTM 14 - STERLING AZ MK 268 18 09.1 RR0779 RR0779|---------------------------------------------------------------------| RR0779| PID Reference Object Distance Geod. Az | RR0779| dddmmss.s | RR0779| CO6173 STERLING RM 1 4.794 METERS 06754 | RR0779| CO6172 STERLING AZ MK 2672024.1 | RR0779| CO6174 STERLING RM 2 15.338 METERS 27548 | RR0779|---------------------------------------------------------------------| RR0779 RR0779 SUPERSEDED SURVEY CONTROL RR0779 RR0779 NAD 83(1986)- 46 49 21.92620(N) 100 19 11.16873(W) AD( ) 2 RR0779 NAD 27 - 46 49 21.96800(N) 100 19 09.76700(W) AD( ) 2 RR0779 RR0779.Superseded values are not recommended for survey control. RR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RR0779.See file dsdata.txt to determine how the superseded data were derived. RR0779 RR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9933386314(NAD 83) RR0779_MARKER: DS = TRIANGULATION STATION DISK RR0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RR0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RR0779+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003 RR0779 RR0779 HISTORY - Date Condition Report By RR0779 HISTORY - 1948 MONUMENTED CGS RR0779 HISTORY - 1957 GOOD CGS RR0779 HISTORY - 20030615 GOOD INDIV RR0779 RR0779 STATION DESCRIPTION RR0779 RR0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT) RR0779'STATION IS LOCATED ABOUT 22 MILES EAST OF BISMARCK, 2 MILES RR0779'NORTHWEST OF STERLING, 98 FEET NORTH OF U.S. HIGHWAYS 83 AND RR0779'10, AND ON THE HIGHWAY RIGHT-OF-WAY. RR0779' RR0779'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 10, WHICH RR0779'IS 0.7 MILES NORTH OF STERLING, TURN LEFT AND GO WEST ON RR0779'HIGHWAY 1.35 MILES TO TOP OF HILL AND STATION ON RIGHT. RR0779' RR0779'TO REACH AZIMUTH, CONTINUE WEST ON HIGHWAY 0.5 MILES TO AZIMUTH RR0779'ON LEFT. RR0779' RR0779'STATION IS 98 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 9 RR0779'FEET SOUTHEAST OF WITNESS POST. THE STATION MARK IS A STANDARD RR0779'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE RR0779'POST. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED RR0779'STERLING 1948. RR0779' RR0779'REFERENCE MARK NO. 1 IS 100 FEET NORTH OF CENTERLINE OF HIGHWAY. RR0779'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP RR0779'OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS 4 INCHES, RR0779'AND THE DISK IS STAMPED STERLING NO 1 1948. RR0779' RR0779'REFERENCE MARK NO. 2 IS 98 FEET NORTH OF CENTERLINE OF HIGHWAY. RR0779'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP RR0779'OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS 4 INCHES, RR0779'AND THE DISK IS STAMPED STERLING NO 2 1948. RR0779' RR0779'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, 500 FEET EAST OF RR0779'WHITE FRAME HOUSE, 90 FEET SOUTH OF HIGHWAY, AND 6 FEET EAST RR0779'OF WITNESS POST. IT IS A STANDARD AZIMUTH MARK DISK SET IN RR0779'THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE MARK PROJECTS RR0779'4 INCHES, AND THE DISK IS STAMPED STERLING 1948. RR0779' RR0779'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. RR0779 RR0779 STATION RECOVERY (1957) RR0779 RR0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS) RR0779'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD RR0779'CONDITION. IN 1957 THE 4-FOOT STAND WAS STILL STANDING OVER RR0779'THE STATION MARK. DESCRIPTION TO REACH IS ADEQUATE. RR0779 RR0779 STATION RECOVERY (2003) RR0779 RR0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 RR0779'RECOVERED IN GOOD CONDITION.