STATE OF NORTH DAKOTA 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD BISMARCK CBL (1990) REMEASURED NORTH DAKOTA MORTON N461004 DICKINSON NORTH DAKOTA STARK N461031 WILLISTON CBL NORTH DAKOTA WILLIAMS N481033 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461004 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BISMARCK CBL NORTH DAKOTA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 16542 MORTON COUNTY NEAREST TOWN: HUFF LIST OF ADJUSTED DISTANCES (JULY 20, 1990) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 504.400 150 504.365 149.9922 149.9922 0.2 0 504.400 430 504.134 430.0002 430.0003 0.3 0 504.400 1400 504.683 1400.0494 1400.0495 0.4 150 504.365 430 504.134 280.0080 280.0081 0.2 150 504.365 1400 504.683 1250.0572 1250.0573 0.3 430 504.134 1400 504.683 970.0492 970.0493 0.2 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF: BISMARCK BASE LINE YEAR MEASURED: 1980 YEAR REMEASURED: 1990 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHEAST OF MANDAN, 14.5 KM (9.0 MI) SOUTH OF BISMARCK, AND 9.7 KM (6.0 MI) NORTH OF HUFF IN AN ABANDONED RAILROAD BED ALONG THE EAST SIDE OF STATE HIGHWAY 1806. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED SOUTH OF THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE JUNCTION OF MAIN STREET (BUSINESS LOOP INTERSTATE 94) AND STATE HIGHWAY 1806 (6TH AVENUE EAST) IN MANDAN, GO SOUTH ON HIGHWAY 1806 1.1 KM (0.7 MI) TO A BRIDGE. CONTINUE SOUTH FOR 6.6 KM (4.1 MI) TO THE ENTRANCE TO THE FORT LINCOLN VISITOR CENTER ON THE LEFT. CONTINUE SOUTH FOR 1.3 KM (0.8 MI) TO A CONCRETE FLOOD GATE. CONTINUE SOUTH FOR 6.68 KM (4.15 MI) TO THE 0-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M" SET IN THE TOP OF A 84 CM (33 IN) DIAMETER CONCRETE POST PROJECTING 23 CM (9 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 3.0 M (9.8 FT) WEST OF THE CENTERLINE OF THE RAILROAD BED, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS POST, 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST WITH REFLECTOR, AND 1.0 M (3.3 FT) SOUTH OF A METAL WITNESS POST WITH REFLECTOR. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M" SET IN THE TOP OF A 76 CM (30 IN) DIAMETER CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 3.0 M (9.8 FT) WEST OF THE CENTERLINE OF THE RAILROAD BED, 1.0 M (3.3 FT) WEST OF A METAL WITNESS POST WITH REFLECTOR, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M" SET IN THE TOP OF A 71 CM (28 IN) DIAMETER CONCRETE POST PROJECTING 18 CM (7 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 3.2 M (10.5 FT) WEST OF THE CENTERLINE OF THE RAILROAD BED, AND 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1400" SET IN THE TOP OF A 79 CM (31 IN) DIAMETER CONCRETE POST PROJECTING 18 CM (7 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 2.7 M (8.9 FT) WEST OF THE CENTERLINE OF THE RAILROAD BED, 0.7 M (2.3 FT) WEST OF A METAL WITNESS POST WITH REFLECTOR, AND 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED "100 FT" SET IN THE TOP OF A 79 CM (31 IN) CONCRETE POST PROJECTING 18 CM (7 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 30.48 (99.99 FT) SOUTH OF THE 0-METER POINT, 3.0 M (9.8 FT) WEST OF THE CENTERLINE OF THE RAILROAD BED, AND 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS POST. THE 100-F00T SECTION WAS REMEASURED BY EDMI METHOD AND FOUND TO BE 99.99 FEET (30.478 M) MARK-TO-MARK. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE MISSOURI RIVER CHAPTER OF THE NORTH DAKOTA SOCIETY OF PROFESSIONAL LAND SURVEYORS AND BISMARCK STATE COLLEGE. FOR MORE INFORMATION CONTACT MR. ALAN ERICKSON, ULTEIG ENGINEERS INC, P.O. BOX 2041, 1701 SOUTH 12TH STREET, BISMARCK, NORTH DAKOTA 58502. TELEPHONE (701) 258-6507. OR CONTACT MR. MIKE WICKSTROM, ENGINEERING DEPARTMENT, BISMARCK STATE COLLEGE, SCHAFER STREET, BISMARCK, NORTH DAKOTA 58501. TELPHONE (701) 224-5458. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N461031 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: DICKINSON NORTH DAKOTA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G16542 STARK COUNTY LIST OF ADJUSTED DISTANCES (AUGUST 28, 1986) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 800.000 150 801.287 149.9814 149.9869 0.1 0 800.000 430 804.050 429.9529 429.9719 0.3 0 800.000 1400 815.646 1399.8818 1399.9692 0.5 150 801.287 430 804.050 279.9715 279.9851 0.3 150 801.287 1400 815.646 1249.9003 1249.9828 0.4 430 804.050 1400 815.646 969.9288 969.9981 0.3 DESCRIPTION OF DICKINSON BASE LINE YEAR MEASURED: 1986 CHIEF OF PARTY: JNL THIS BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) WNW OF BELFIELD, NORTH DAKOTA. TO REACH THIS BASE LINE FROM THE JUNCTION OF INTERSTATE HIGWAY 94 AND STATE HIGHWAY 85, GO NORTH ON STATE HIGHWAY 85 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF HIGHWAY 85 AND A GRAVEL ROAD. TURN LEFT AND HEAD WEST FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF A FIELD ROAD. TURN RIGHT ONTO THE FIELD ROAD AND RIGHT AT THE FENCE CORNER WHERE YOU WILL FIND A WIRE GATE. PASS THRU THE GATE, THEN TURN LEFT AND GO WNW FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF MARKS AT THE 0, 150, 430, AND 1400 METER POINTS. ALL MARKS ARE IN LINE AND A 100 FOOT POINT WAS SET WEST OF THE 0 POINT. THE 0 METER POINT IS A STANDRD NGS BASE LINE DISK STAMPED---0---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 122.0 M (400.5 FT) WEST OF THE NORTH-SOUTH FENCE LINE, 36.0 M (118.0 FT) NORTH OF THE EAST-WEST FENCE LINE, AND 1.0 M (3.3 FT) NNW FROM THE WITNESS POST. THE 150 METER POINT IS A STANDARD NGS BASE LINE DISK STAMPED---150---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 0.95 M (2.9 FT) NNW OF THE WITNESS POST. THE 430 METER POINT IS A STANDARD NGS BASE LINE DISK STAMPED---430---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 0.88 M (2.7 FT) NNW OF THE WITNESS POST. THE 1400 METER POINT IS A STANDARD NGS BASE LINE DISK STAMPED---1400---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND. IT IS LOCATED 0.76 M (2.5 FT) NNW OF THE WITNESS POST. THIS BASE LINE WAS ESTABLISHED FOR AND IN CONJUNCTION WITH THE UNITED STATES FOREST SERVICE. FOR FURTHER INFORMATION CONTACT CURT GLASOE, C/O UNITED STATES FOREST SERVICE, RT. 6, BOX 131 B, DICKINSON, NORTH DAKOTA 58601. TELEPHONE (701) 225-5151. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N481033 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WILLISTON CBL NORTH DAKOTA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 16542 WILLIAMS COUNTY NEAREST TOWN: WILLISTON LIST OF ADJUSTED DISTANCES (NOVEMBER 14, 1989) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 564.800 150 564.311 149.9746 149.9754 0.1 0 564.800 430 564.831 429.9483 429.9483 0.4 0 564.800 1400 565.483 1399.9933 1399.9935 0.5 150 564.311 430 564.831 279.9737 279.9741 0.4 150 564.311 1400 565.483 1250.0186 1250.0192 0.5 430 564.831 1400 565.483 970.0450 970.0452 0.4 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF WILLISTON BASE LINE YEAR MEASURED: 1989 CHIEF OF PARTY: LPB THE BASELINE IS LOCATED JUST NORTH OF WILLISTON, ABOUT 1.6 KM (1.0 M) NORTHEAST OF SLOULIN FIELD AIRPORT IN WILLISTON. THE BASELINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED NORTH OF AND ON LINE WITH THE 0-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF 2ND AVENUE WEST AND 26 STREET WEST AND THE DAKOTA PARKWAY (U.S. HIGHWAYS 85 AND 2 BYPASS) ON THE NORTH SIDE OF WILLISTON, GO NORTH FOR 1.6 KM (1.0 MI) ON 2ND AVENUE WEST TO THE INTERSECTION OF 42ND STREET WEST. TURN RIGHT ONTO 42ND STREET WEST AND GO EAST FOR 1.46 KM (0.9 MI) TO A SWEEPING RIGHT CURVE. INSTEAD OF CURVING, CONTINUE STRAIGHT ONTO A SMALL GRAVEL ROAD AND GO EAST FOR 0.12 KM (0.07 MI) TO AN INTERSECTION WITH A SMALL GRAVEL ROAD AND THE 0-METER POINT ON THE LEFT. TO REACH THE OTHER MONUMENTS, TURN LEFT ONTO THE GRAVEL ROAD AND GO NORTH FOR 0.15 KM (0.09 MI), 0.43 KM (0.27 MI), OR 1.4 KM (0.87 MI) RESPECTIVELY. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 15 CM (5 IN) CONCRETE POST FLUSH WITH A SURROUNDING MOUND OF DIRT 1.5 M (4.9 FT) HIGHER THAN THE GENERAL LAY OF THE LAND. IT IS 15.0 M (49.2 FT) NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 12.6 M (41.3 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 7.3 M (23.9 FT) WEST OF A FENCE CORNER POST, AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 15 CM (5 IN) CONCRETE POST FLUSH WITH A SURROUNDING MOUND OF DIRT 0.3 M (1.0 FT) HIGHER THAN THE GENERAL LAY OF THE LAND. IT IS 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 7.8 M (25.6 FT) WEST OF A THREE-STRAND FENCE, AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 15 CM (5 IN) CONCRETE POST FLUSH WITH A SURROUNDING MOUND OF DIRT 0.3 M (1.0 FT) HIGHER THAN THE GENERAL LAY OF THE LAND. IT IS 12.4 M (40.7 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 8.1 M (26.6 FT) WEST OF A THREE-STRAND FENCE, AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST. THE 1400-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED "1400 M 1989" SET IN THE TOP OF A 15 CM (5 IN) CONCRETE POST FLUSH WITH A SURROUNDING MOUND OF DIRT 1.5 M (4.9 FT) HIGHER THAN THE GENERAL LAY OF THE LAND. IT IS 13.7 M (44.9 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 9.5 M (31.2 FT) WEST OF A THREE-STRAND FENCE, AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST. 1THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASELINE TAPING DISK STAMPED "1OO FT 1989" SET IN THE TOP OF A 15 CM (5 IN) CONCRETE POST FLUSH WITH A SURROUNDING MOUND OF DIRT 0.3 M (1.0 FT) HIGHER THAN THE GENERAL LAY OF THE LAND. IT IS 30.48 M (100.0 FT) NORTH OF THE 0-METER AND 1.5 M (4.9 FT) EAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT PUNCH MARK IS LOCATED IN THE "T" OF THE WORD "CALIBRATION" ALONG THE NORTH EDGE OF THE DISK. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE BUREAU OF LAND MANAGEMENT AND MONUMENTED BY THE MISSOURI BREAKS CHAPTER OF THE NORTH DAKOTA SOCIETY OF PROFESSIONAL LAND SURVEYORS. FOR MORE INFORMATION CONTACT LEO HORGAN AT ROUTE 2, BOX 93, WILLISTON, ND 58801, 701-572-7326; OR ALVIN LAMBERT AT ROUTE 3, BOX 24, WILLISTON, ND 58801, 701-572-6352; OR TREVOR OAKLAND AT ROUTE 3, BOX 79, WILLISTON, ND 58801, (701) 572-9144.