CONTENTS 

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440914

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EAU CLAIRE WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 CHIPPEWA COUNTY

DESCRIPTION OF EAU CLAIRE BASE LINE

YEAR MEASURED: 1975 (VERIFICATION MEASUREMENTS MADE BY NGS IN 1981)

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 3/4 MILE EAST OF THE EAU CLAIRE AIRPORT AND IN THE NORTH EDGE OF EAU CLAIRE.

TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 53 AND STATE HIGHWAY 124, WHICH IS ABOUT 2 MILES NORTH OF EAU CLAIRE, GO SOUTH ON U.S. HIGHWAY 53 FOR 1.9 MILES TO EAST MELBY STREET. TURN RIGHT AND GO SOUTHWEST ON EAST MELBY STREET FOR 0.1 MILE, CROSSING RAILROAD TRACKS TO ANDERSON DRIVE ON THE LEFT. TURN LEFT AND GO SOUTH ON ANDERSON DRIVE FOR 0.5 MILE TO THE 0 METER POINT ON THE LEFT JUST BEFORE REACHING DELBERT ROAD.

THE 0 METER POINT IS 53 FEET EAST OF THE CENTER OF ANDERSON DRIVE, 47 FEET SOUTH OF THE WEST ONE OF TWO POWER POLES, 6.5 FEET WEST OF A WITNESS POST AND IS LOCATED IN THE CENTER OF THE POWER COMPANY RIGHT-OF-WAY.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 1 FOOT BELOW GROUND SURFACE. ALL THE POINTS ARE MARKED BY WITNESS POSTS ABOUT 6 FEET WEST OF THE MARKS. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS. THERE ARE DISKS SET AT 100 FEET NORTH OF THE 0 METER POINT AND 100 FEET NORTH OF THE 1400 METER POINT. THESE POINTS WERE TRAVERSED TO WITH 30 METER TAPES BUT WERE NOT USED AS PART OF THE BASE LINE.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. DENNIS MICKESH AT 711 NORTH BRIDGE STREET, COUNTY SURVEYOR, CHIPPEWA COUNTY, CHIPPEWA FALLS, WISCONSIN 54729.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440914

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EAU CLAIRE CBL WISCONSIN

ROCKVILLE MD 20852 - SEPTEMBER 27, 1993 PROJECT ACCESSION NUMBER: G15530 CHIPPEWA COUNTY

NEAREST TOWN: EAU CLAIRE

DESCRIPTION OF EAU CLAIRE BASE LINE

YEAR MEASURED: 1975

YEAR VERIFIED: 1993

CHIEF OF PARTY: KM

THE BASE LINE IS LOCATED ABOUT 7.0 KM (4.3 MI) NORTH-NORTHWEST OF ALTOONA, 6.5 KM (4.0 MI) NORTH-NORTHEAST OF EAU CLAIRE, AND 2.0 KM (1.2 MI) EAST OF THE EAU CLAIRE COUNTY AIRPORT, JUST NORTH OF THE EAU CLAIRE/CHIPPEWA COUNTY LINE IN HALLIE TOWNSHIP. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE CHICAGO AND NORTHWESTERN RAILWAY LINE.

THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 800, AND 1400 METER POINTS.

TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 53 AND STATE HIGHWAY 124 LOCATED NORTHEAST OF EAU CLAIRE AND SOUTH OF CHIPPEWA FALLS, GO SOUTHWEST ON U.S. HIGHWAY 53 FOR 4.4 KM (2.7 MI) TO THE INTERSECTION OF MELBY STREET ON THE RIGHT. TURN RIGHT AND GO NORTHWEST ON MELBY STREET FOR 0.1 KM (0.06 MI) CROSSING THE RAILWAY LINE TO THE INTERSECTION OF ANDERSON DRIVE ON THE LEFT. TURN LEFT AND GO SOUTHWEST ON ANDERSON DRIVE FOR 0.9 KM (0.6 MI) TO THE 0-METER POINT LOCATED IN THE CENTER OF A POWER LINE RIGHT-OF-WAY ON THE LEFT JUST BEFORE DELBERT ROAD.

THE 0-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK STAMPED "0 M" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST RECESSED 25 CM (10 IN) BELOW THE SURFACE OF THE GROUND. IT IS 43.9 M (144.0 FT) NORTHEAST OF THE CENTERLINE OF DELBERT ROAD, 21.8 M (71.5 FT) NORTHWEST OF THE NORTHWESTERN RAIL, 16.2 M (53.1 FT) SOUTHEAST OF THE CENTERLINE OF ANDERSON DRIVE, 14.3 M (46.9 FT) SOUTHWEST OF THE CENTER OF 2 CONNECTED POWER LINE SUPPORT POLES, AND 2.0 M (6.6 FT) NORTHWEST OF A METAL WITNESS POST.

THE 150-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK STAMPED "150 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 23 CM (9 IN) BELOW THE SURFACE OF THE GROUND. IT IS 29.1 M (95.5 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO HOUSE NO. 3528, 23.6 M (77.4 FT) SOUTHEAST OF A FIRE HYDRANT, 21.9 M (71.9 FT) NORTHWEST OF THE NORTHWESTERN RAIL, 16.1 M (52.8 FT) SOUTHEAST OF THE CENTERLINE OF ANDERSON DRIVE, 2.1 M (6.9 FT) SOUTHWEST OF THE CENTER OF 2 CONNECTED POWER LINE SUPPORT POLES, AND 1.9 M (6.2 FT) NORTHWEST OF A METAL WITNESS POST.

THE 800-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK STAMPED "800 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 23 CM (9 IN) BELOW THE SURFACE OF THE GROUND. IT IS 102.4 M (336.0 FT) SOUTHWEST OF THE CENTERLINE OF MELBY STREET, 22.0 M (72.2 FT) NORTHWEST OF THE NORTHWESTERN RAIL, 15.7 M (51.5 FT) SOUTHWEST OF THE CENTER OF 4 CONNECTED POWER LINE SUPPORT POLES, 15.5 M (50.9 FT) SOUTHEAST OF THE CENTERLINE OF ANDERSON DRIVE, 12.6 M (41.3 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO HOUSE NO. 3930 AND HOUSE NO. 3932, AND 1.5 M (4.9 FT) NORTHWEST OF A METAL WITNESS POST.

THE 1400-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK STAMPED "1400 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST RECESSED 23 CM (9 IN) BELOW THE SURFACE OF THE GROUND. IT IS 22.9 M (75.1 FT) NORTHEAST OF THE CENTERLINE OF HOGARTH STREET, 22.0 M (72.2 FT) NORTHWEST OF THE NORTHWESTERN RAIL, 18.1 M (59.4 FT) SOUTHEAST OF THE CENTERLINE OF ANDERSON DRIVE, AND 2.1 M (6.9 FT) NORTHWEST OF A METAL WITNESS POST.

1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE BASE LINE DOES NOT MEET CURRENT NGS SPECIFICATIONS.

THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. DENNIS MICKESH, CHIPPEWA COUNTY LAND RECORDS COORDINATOR/COUNTY SURVEYOR, 711 NORTH BRIDGE STREET, ROOM 5, CHIPPEWA FALLS, WI 54729-1876. TELEPHONE (715) 726-7928. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440874

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: GREEN BAY WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 BROWN COUNTY

***** GREEN BAY BASE LINE NO LONGER USEABLE *****

DESCRIPTION OF GREEN BAY BASE LINE

YEAR MEASURED: 1975

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 2 MILES SOUTH OF GREEN BAY, ON THE NORTH EDGE OF DEPERE, ALONG U.S. HIGHWAY 41 AND ON THE GROUNDS OF THE PUBLIC SERVICE COMPANY.

TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY BUSINESS 41 (SOUTH ASHLAND AVENUE) AND STATE HIGHWAY 32, ON THE SOUTH EDGE OF GREEN BAY, GO SOUTH ON U.S. HIGHWAY 41 FOR 2.35 MILES TO BAETEN ROAD. TURN RIGHT ON BAETEN ROAD, THEN RIGHT AGAIN ON A SERVICE ROAD THAT PARALLELS U.S. HIGHWAY 41. GO NORTH ON THE SERVICE ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT LEADING TO THE PUBLIC SERVICE OFFICE BUILDING AND THE 0 METER POINT IN THE NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.

THE 0 METER POINT IS 125 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 41, 50 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 18 FEET WEST OF THE CENTER OF THE SERVICE ROAD.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS 5 1/2 FEET IN THE GROUND AND THE PROJECTION IS ABOUT 4 INCHES. THE DISKS ARE PLAIN WITH NO STAMPING AND HAVE A CROSS CUT IN THEM MARKING THE PLUMB POINT.

THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1200 METER POINTS. IT IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. A DISK IS SET AT THE 50 METER POINT BUT WAS NOT USED AS PART OF THE BASE LINE.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT THE BROWN COUNTY SURVEYOR, 100 SOUTH JEFFERSON ST., GREEN BAY, WI 54301. HIS TELEPHONE NUMBER IS (414) 494-4581.

DESCRIPTION OF: GREEN BAY BASE LINE

YEAR MEASURED: 1975 (1990 DESCRIPTION UPDATE)

CHIEF OF PARTY: LPB

***** GREEN BAY BASE LINE NO LONGER USEABLE *****

THE BASE LINE IS LOCATED ABOUT TWO MILES SOUTH OF GREEN BAY, ON THE NORTH EDGE OF DEPERE, AND ALONG THE WEST SIDE OF BUSINESS HIGHWAY 41. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 50, 150, 800, AND 1200-METER POINTS WITH A 100-FOOT POINT SET ON LINE, NORTH OF THE 0-METER POINT. ALL OF THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS 5.5 FEET DEEP AND FLUSH WITH THE SURFACE OF THE GROUND. THE DISKS ARE PLAIN WITH NO STAMPING AND HAVE A CROSS OR DIMPLE ON THEM FOR THE PLUMB POINT.

THIS CBL IS NO LONGER USABLE. THE 0-METER POINT HAS BEEN DESTROYED, AND LINE-OF-SIGHT IS NO LONGER POSSIBLE DUE TO SIGNS, MAIL BOXES, ETC. IT ALSO CROSSES APPROXIMATELY FIFTEEN ASPHALT ROADS, TURN-OUTS, ETC.

CONTACTED THE BROWN COUNTY SURVEYORS OFFICE. THEY HAVE HAD PROBLEMS WITH THIS BASE LINE, AND HAVE KNOWN IT WAS NO LONGER USABLE FOR THE LAST TWO YEARS. THEY WANTED THE CBL TEAM TO VISIT THE SITE TO AFFIRM THIS FACT. WE ARE IN AGREEMENT, THAT SINCE THE 0-METER POINT IS DESTROYED (SEE PHOTOS), AND NONE OF THE OTHER MARKS ARE STAMPED, WE WILL NOT "RECOVER" ANY OF THE MARKS PERTAINING TO THIS CBL.

WE ACCOMPANIED THE BROWN COUNTY SURVEY PERSONNEL TO A PROPOSED SITE FOR A NEW CBL. WE REJECTED IT BECAUSE IT CROSSED AN ASPHALT DRIVEWAY. WE DID, HOWEVER, FIND A PLACE ON THE OTHER SIDE OF THE COUNTY ROAD, WHICH IS SUITABLE FOR THE NEW SITE. THEY HAVE BEEN LOOKING FOR A SITE FOR QUITE SOME TIME. THEY CAN NOW PROCEED TO GET THEIR NEW CBL IN THE "PROCESS", AND WILL GET IN TOUCH WITH JEANNIE QUINN.

USER NOTES: THIS BASE LINE NO LONGER USEABLE.

FOR MORE INFORMATION CONTACT THE BROWN COUNTY SURVEYORS OFFICE AT (414) 436-3365 OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WISCONSIN 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N460913

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HAYWARD WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 SAWYER COUNTY

DESCRIPTION OF HAYWARD BASE LINE

YEAR MEASURED: 1975

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 2 MILES NORTHEAST OF HAYWARD ALONG U.S. HIGHWAY 63 AT THE JUNCTION OF U.S. HIGHWAY 63 AND RISBERG

ROAD.

TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 63 STATE HIGHWAY 77 IN THE NORTH EDGE OF HAYWARD, GO NORTHEAST ON U.S.

HIGHWAY 63 FOR 2.1 MILES TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED.

THE 0 METER POINT IS A PLAIN BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT HAS BEEN STAMPED,

WISCONSIN STATE HIGHWAY DEPARTMENT, AROUND THE PERIMETER OF THE DISK. IT IS 58 FEET SOUTH OF THE CENTER OF RISBERG ROAD, 46.5 FEET

WEST OF THE WEST RAIL OF A RAILROAD TRACKS, 32.1 FEET EAST OF THE CENTER OF U.S. HIGHWAY 63 AND 3.2 FEET EAST OF A METAL WITNESS

POST.

THE 50, 150, 800, AND 1400 METER POINTS ARE MARKED BY WISCONSIN HIGHWAY DEPARTMENT BENCH MARK DISKS. EACH MARK HAS A WITNESS POST

BY IT AND IS ABOUT 32 FEET EAST OF THE CENTER OF U.S. HIGHWAY 63. THE DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH

WITH THE GROUND.

THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 50, 150, 800, AND

1400 METER POINTS. THE 50 METER POINT WAS TRAVERSED TO BUT WAS NOT MEASURED BY THE EDM EQUIPMENT.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN STATE HIGHWAY

DEPARTMENT. FOR FURTHER INFORMATION CONTACT MR. KARL MC CONNELL OF THE STATE HIGHWAY DEPARTMENT AT 1517 CLOUGH AVENUE IN SUPERIOR,

WISCONSIN 54880. HIS PHONE NUMBER IS (715) 392-8144 OR 394-6104.

DESCRIPTION OF: HAYWARD BASE LINE

YEAR MEASURED: 1975 (1990 DESCRIPTION UPDATE)

CHIEF OF PARTY: LPB

THE BASE LINE IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF HAYWARD ALONG THE SOUTHEAST SIDE U.S. HIGHWAY 63.

THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 50, 150, 800, AND

1400-METER POINTS. THE 50-METER POINT WAS NOT MEASURED BY EDM EQUIPMENT.

1TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 77, IN THE NORTHEAST EDGE OF HAYWARD, GO

NORTHEAST ON U.S. HIGHWAY 63 FOR 1.4 KM (0.9 MI) TO THE INTERSECTION OF HOSPITAL ROAD. CONTINUE AHEAD ON HIGHWAY 63 FOR 1.5 KM (0.9

MI) TO THE MARK ON THE RIGHT, JUST BEFORE THE INTERSECTION OF RISBERG ROAD ON THE RIGHT.

THE 0-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK WITH NO STAMPING SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST

RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 31.3 M (102.7 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTERLINE OF RISBERG ROAD, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 50-METER POINT IS A WISCONSIN STATE HIGHWAY COMMISSION DISK STAMPED "H 1" SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 32.2 M (105.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 10.0 M (32.8 FT) SOUTHWEST OF POWERLINE POLE #1029, 8.4 M (27.6 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 150-METER POINT IS A WISCONSIN STATE HIGHWAY COMMISSION DISK WITH NO STAMPING SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33.7 M (110.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 17.5 M (57.4 FT) SOUTHWEST OF POWERLINE POLE #1030, 8.8 M (28.9 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 800-METER POINT IS A PLAIN DISK WITH NO STAMPING SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 45.0 M (147.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 8.5 M (27.9 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 1400-METER POINT IS A WISCONSIN STATE HIGHWAY COMMISSION DISK WITH NO STAMPING SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.8 M (32.2 FT) NORTHEAST OF POWERLINE POLE #1044, 8.4 M (27.6 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. ALL THE POINTS ARE SURROUNDED ON THREE SIDES BY SNOWFENCE. THE BASE LINE WAS NOT MEASURED AT THIS TIME BECAUSE OF VEGETATION OVERGROWTH. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN STATE HIGHWAY DEPARTMENT. FOR MORE INFORMATION CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WISCONSIN 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N460912

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HAYWARD CBL WISCONSIN

ROCKVILLE MD 20852 - SEPTEMBER 27, 1993 PROJECT ACCESSION NUMBER: 15530 SAWYER COUNTY

NEAREST TOWN: HAYWARD

DESCRIPTION OF HAYWARD BASE LINE

YEAR MEASURED: 1975

YEAR REMEASURED: 1993

CHIEF OF PARTY: KM

THE BASE LINE IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF HAYWARD. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHEAST EDGE OF U.S. HIGHWAY 63.

THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 0, 50, 150, 799, AND 1401 METER POINTS. THE 50-METER POINT WAS NOT MEASURED BY EDM EQUIPMENT.

TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 63 (FIRST STREET) AND STATE HIGHWAY 77, IN NORTHEAST HAYWARD, GO NORTHEAST ON U.S. HIGHWAY 63 FOR 1.4 KM (0.9 MI) TO THE INTERSECTION OF HOSPITAL ROAD. CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 63 FOR 1.5 KM (0.9 MI) TO THE MARK ON THE RIGHT, JUST BEFORE THE INTERSECTION OF RISBERG ROAD ON THE RIGHT.

THE 0-METER POINT IS A WISCONSIN DIVISION OF HIGHWAYS DISK STAMPED "0 M" SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 31.3 M (102.7 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 19.4 M (63.6 FT) SOUTHWEST OF THE CENTERLINE OF RISBERG ROAD, AND 8.0 M (26.2 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL.

THE 150-METER POINT IS A WISCONSIN STATE HIGHWAY COMMISSION DISK STAMPED "150 M" SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33.7 M (110.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 17.5 M (57.4 FT) SOUTHWEST OF WOODEN UTILITY POLE NO. 1030, 8.8 M (28.9 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 799-METER POINT IS A PLAIN DISK STAMPED "799 M" SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 45.0 M (147.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 63, 8.5 M (27.9 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

THE 1401-METER POINT IS A WISCONSIN STATE HIGHWAY COMMISSION DISK STAMPED "1401 M" SET IN THE TOP OF A 31 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.8 M (32.2 FT) NORTHEAST OF WOODEN UTILITY POLE NO. 1044, 8.4 M (27.6 FT) SOUTHEAST OF THE CENTERLINE OF AN ASPHALT BIKE/SNOWMOBILE TRAIL, AND 1.0 M (3.3 FT) NORTHWEST OF A METAL WITNESS POST.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. ALL THE POINTS ARE SURROUNDED ON THREE SIDES BY A METAL SNOWFENCE WHICH IS SUPPOSED TO BE REPLACED BY A FIBERGLASS SNOWFENCE. THIS CALIBRATION BASE LINE DOES NOT MEET CURRENT NGS SITE SPECIFICATIONS. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN STATE HIGHWAY DEPARTMENT AND REMEASURED WITH ASSISTANCE FROM THE DISTRICT 8, WISCONSIN DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT MR. RICHARD WASHKUHN, DISTRICT DESIGN SUPERVISOR, WISCONSIN DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS AND TRANSPORTATION SERVICES, DISTRICT 8, P.O. BOX 429, 1701 NORTH 4TH STREET, SUPERIOR, WI 54880. TELEPHONE (715) 392-7971. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430911

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LA CROSSE WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 TREMPEALEAU COUNTY

DESCRIPTION OF LA CROSSE BASE LINE

YEAR MEASURED: 1975 (VERIFICATION MEASUREMENTS MADE BY NGS IN 1981)

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 15 MILES NORTH OF LA CROSSE, 3 MILES EAST OF THE VILLAGE OF TREMPEALEAU, ALONG STATE HIGHWAY 93 ON THE SOUTH SIDE OF THE HIGHWAY.

TO REACH FROM THE POST OFFICE IN TREMPEALEAU, GO EAST ON STATE HIGHWAY 93 FOR 2.85 MILES TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED.

THE 0 METER POINT IS 0.1 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD M, 54.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 93 AND 26.5 FEET NORTH OF A BARBED WIRE FENCE.

THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS LOCATED ON THE SOUTH SIDE OF THE HIGHWAY ON THE ROAD RIGHT-OF-WAY. THE BASE LINE CONSISTS OF THE 0, 150, 880, AND 1500 METER POINTS. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. THERE ARE MARKS SET AT 100 FEET AND 50 METERS BUT WERE NOT USED AS PART OF THE BASE LINE. THE 100 FEET AND 50 METERS POINTS WERE TRAVERSED TO BUT WERE NOT MEASURED WITH THE EDM INSTRUMENTS.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS. THE MONUMENTS ARE ABOUT 10 FEET IN THE GROUND. THE DISKS HAVE A PUNCH HOLE IN THE CENTER OF THEM TO MARK THE PLUMB POINTS. THE 0 METER POINT IS STAMPED 0+00 BUT THE OTHER DISKS HAVE NO STAMPING ON THEM.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. TERRY KERWIN THE TREMPEALEAU COUNTY SURVEYOR AT THE COUNTY COURTHOUSE IN WHITEHALL. HIS PHONE NUMBER IS (715) 538-2082.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440912

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LA CROSSE CBL WISCONSIN

ROCKVILLE MD 20852 - SEPTEMBER 27, 1993 PROJECT ACCESSION NUMBER: 15530 TREMPEALEAU COUNTY

NEAREST TOWN: TREMPEALEAU

DESCRIPTION OF LA CROSSE BASE LINE

YEAR MEASURED: 1975

YEAR REMEASURED: 1981, 1993

CHIEF OF PARTY: KM

A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT. THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET.

THE BASE LINE IS LOCATED ABOUT 23.0 KM (14.3 MI) NORTH-NORTHWEST OF LA CROSSE, 9.4 KM (5.8 MI) SOUTH-SOUTHWEST OF GALESVILLE, AND 5.0 KM (3.1 MI) EAST OF TREMPEALEAU. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE SOUTHERN EDGE OF STATE HIGHWAY 35.

THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 878, AND 1500 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE 0-METER POINT. THERE IS A STATION SET AT 50-METERS FROM THE 0-METER POINT THAT WAS TRAVERSED TO BUT WAS NOT INCLUDED AS PART OF THE BASE LINE.

TO REACH THE 0-METER POINT FROM THE NORTHERN JUNCTION OF U.S. HIGHWAY 53 AND STATE HIGHWAY 35, LOCATED ABOUT 20.0 KM (12.4 MI) NORTH OF LA CROSSE, GO NORTHWEST CURVING TO WEST ON STATE HIGHWAY 35 FOR 3.6 KM (2.2 MI) TO THE WEST END OF THE CONCRETE BRIDGE OVER THE TREMPEALEAU RIVER AT THE LA CROSSE/TREMPEALEAU COUNTY LINE. CONTINUE WEST ON STATE HIGHWAY 35 FOR 4.25 KM (2.64 MI) TO THE INTERSECTION OF COUNTY ROAD "M" ON THE RIGHT. CONTINUE WEST ON STATE HIGHWAY 35 FOR 0.15 KM (0.09 MI) TO THE 0-METER POINT ON THE LEFT.

THE 0-METER POINT IS A 9 CM (3.5 IN) DIAMETER BLANK BRASS DISK STAMPED "0+00" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.4 M (99.7 FT) WEST OF A METAL WITNESS POST, 16.5 M (54.1 FT) SOUTH OF AND ABOUT 1.0 M (3.3 FT) BELOW THE CENTERLINE OF STATE HIGHWAY 35, 8.0 M (26.2 FT) NORTH OF A METAL FENCE, AND 0.5 M (1.6 FT) SOUTH OF A METAL WITNESS POST.

THE 150-METER POINT IS A 9 CM (3.5 IN) DIAMETER BLANK BRASS DISK STAMPED "150.0064 M" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 140.6 M (461.3 FT) WEST OF THE CENTERLINE OF A PAVED ROAD, 20.2 M (66.3 FT) SOUTH OF AND ABOUT 1.0 M (3.3 FT) BELOW THE CENTERLINE OF STATE HIGHWAY 35, 4.2 M (13.8 FT) NORTH OF A METAL FENCE, 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST FOR A GAS LINE, AND 0.4 M (1.3 FT) SOUTH OF A METAL WITNESS POST.

THE 878-METER POINT IS A 9 CM (3.5 IN) DIAMETER BLANK BRASS DISK STAMPED "877.8285 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.4 M (70.2 FT) SOUTH OF AND ABOUT 1.3 M (4.3 FT) BELOW THE CENTERLINE OF STATE HIGHWAY 35, 11.3 M (37.1 FT) SOUTHWEST OF THE WEST END OF A METAL GUARD-RAIL, 2.8 M (9.2 FT) WEST OF THE CENTERLINE OF A GRAVEL TRACK ROAD, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.

THE 1500-METER POINT IS A 9 CM (3.5 IN) DIAMETER BLANK BRASS DISK STAMPED "1500.0751 M" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.7 M (71.2 FT) SOUTH OF AND ABOUT 2.5 M (8.2 FT) ABOVE THE CENTERLINE OF STATE HIGHWAY 35, 9.0 M (29.5 FT) NORTH OF A METAL FENCE, 3.5 M (11.5 FT) NORTH OF A LINE OF PINE TREES, AND 0.4 M (1.3 FT) SOUTH OF A METAL WITNESS POST.

1100-FOOT TAPE CALIBRATION STATION IS A 9 CM (3.5 IN) DIAMETER BLANK BRASS DISK STAMPED "100 FT" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.5 M (100.0 FT) EAST OF A METAL WITNESS POST, 19.5 M (64.0 FT) WEST OF A METAL WITNESS POST, 17.5 M (57.4 FT) SOUTH OF AND ABOUT 1.0 M (3.3 FT) BELOW THE CENTERLINE OF STATE HIGHWAY 35, 7.0 M (23.0 FT) NORTH OF A METAL FENCE, AND 0.4 M (1.3 FT) SOUTH OF A METAL WITNESS POST.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. SAFETY PRECAUTIONS ARE RECOMMENDED DUE TO HEAVY HIGHWAY TRAFFIC. THE 878-METER POINT HAS BEEN DAMAGED BY FARM OPERATIONS AND THE SOUTHERN HALF OF THE CONCRETE POST HAS BEEN SHEERED OFF.

THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE REMEASUREMENT OPERATION COORDINATED THROUGH MR. TERRY KERWIN WITH ASSISTANCE PROVIDED BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION AND THE LOCAL COUNTY SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR. TERRY KERWIN, ROUTE 2, BOX 178, WHITEHALL, WI 54773. TELEPHONE (715) 985-2240. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430892

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MADISON WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 DANE COUNTY

DESCRIPTION OF MADISON BASE LINE

YEAR MEASURED: 1975

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF MADISON, ON THE OLD MADISON AIRBASE WHICH IS NOW PART OF THE MADISON AIRPORT.

TO REACH FROM THE JUNCTION OF INTERSTATES 90 AND 94 AND U.S. HIGHWAY 51 IN THE NORTHEAST SECTION OF MADISON, GO SOUTH ON U.S. HIGHWAY 51 FOR 2.85 MILES TO THE OLD TERMINAL BUILDING OF THE AIRPORT ON THE RIGHT. CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 1.0 MILE TO A BOULEVARD ON THE RIGHT. TURN RIGHT ON KINSMAN BOULEVARD AND GO WEST FOR 0.25 MILE TO WRIGHT STREET. TURN RIGHT ON WRIGHT STREET AND GO NORTH FOR 0.45 MILE TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED.

THE 0 METER POINT IS 65 FEET EAST OF THE SOUTHEAST CORNER OF BUILDING 302, 23 FEET WEST OF A CHAIN-LINK FENCE, 18 FEET WEST OF A METAL WITNESS POST AND 14 FEET EAST OF CENTER OF WRIGHT STREET.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS AND HAVE UNDERGROUND DISKS PLUMB WITH THE SURFACE DISKS. THE DISKS HAVE NO STAMPING AND HAVE A CROSS CUT IN THEM TO MARK THE PLUMB POINT.

THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1547 METER POINTS WITH THE 0 METER POINT ON THE NORTH END. THERE ARE MARKS SET AT 100 FEET, 350, 550, AND 850 METERS BUT WERE NOT USED AS PART OF THE BASE LINE.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE DEPARTMENT OF RANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. ARDEN SANDNES AT 5610 MEDICAL CIRCLE ROOM 6 IN MADISON 53711. HIS TELEPHONE NUMBER IS (608) 274-0500.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430892

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MADISON CBL WISCONSIN

ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15530 DANE COUNTY

NEAREST TOWN: MADISON

A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.03 FT.

DESCRIPTION OF MADISON BASE LINE

YEAR MEASURED: 1975 YEAR REMEASURED: 1990

CHIEF OF PARTY: LPB

THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF MADISON, JUST SOUTH OF THE DANE COUNTY REGIONAL AIRPORT.

THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 800, AND 1547-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED IN LINE AND SOUTH OF THE 0-METER POINT. THERE ARE ALSO MARKS SET AT 350, 550, AND 850 METERS BUT THEY WERE NOT MEASURED BY EDM EQUIPMENT.

TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 151 (WASHINGTON AVENUE) AND 51 (STOUGHTON ROAD), LOCATED IN THE NORTHEAST SECTION OF MADISON, GO NORTH ON U.S. HIGHWAY 51 FOR 0.9 KM (0.6 MI) TO THE INTERSECTION OF KINSMAN BOULEVARD ON THE LEFT. TURN LEFT ONTO KINSMAN BOULEVARD AND GO WEST FOR 0.37 KM (0.23 MI) TO THE INTERSECTION OF WRIGHT STREET. TURN RIGHT ONTO WRIGHT STREET AND GO NORTH FOR 0.71 KM (0.44 MI) TO THE MARK ON THE RIGHT.

THE 0-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "0" SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 20.4 M (66.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING 302, 7.2 M (23.6 FT) WEST OF A CHAIN LINK FENCE, 5.6 M (18.4 FT) WEST OF A METAL WITNESS POST, AND 4.4 M (14.4 FT) EAST OF THE CENTERLINE OF WRIGHT STREET.

THE 150-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "150" SET IN THE TOP OF A CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.9 M (35.8 FT) SOUTHEAST OF A RED FIRE HYDRANT, 7.2 M (23.6 FT) WEST OF A CHAIN LINK FENCE, 5.8 M (19.0 FT) SOUTHWEST OF A MANHOLE COVER, 5.6 M (18.4 FT) NORTHWEST OF POWERLINE POLE #26J-TI-B6, 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF WRIGHT STREET, AND 4.5 M (14.8 FT) WEST OF A METAL WITNESS POST.

THE 800-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "800" SET IN THE TOP OF A CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 15.4 M (50.5 FT) SOUTH OF THE CENTERLINE OF THE ENTRANCE TO ELECTRIC MOTOR SERVICE AT 1901 WRIGHT STREET, 12.5 M (41.0 FT) SOUTHEAST OF A RED FIRE HYDRANT, 3.9 M (12.8 FT) EAST OF THE CENTERLINE OF WRIGHT STREET, AND 3.0 M (9.8 FT) WEST OF A METAL WITNESS POST.

THE 1547-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "1547" SET IN THE TOP OF A CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 12.5 M (41.0 FT) WEST OF THE SOUTHWEST CORNER OF AN APARTMENT BUILDING AT 1505 WRIGHT STREET, 8.4 M (27.6 FT) WEST OF POWERLINE POLE #26J2-G28, 6.8 M (22.3 FT) EAST OF THE CENTERLINE OF WRIGHT STREET, AND 1.2 M (3.9 FT) WEST OF THE ROAD CURB.

THE 100-FOOT TAPE CALIBRATION STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "100 FT" SET IN THE TOP OF A CONCRETE POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND. IT IS 14.1 M (46.3 FT) SOUTHWEST OF POWERLINE POLE #26J-TI-C2, 7.3 M (24.0 FT) WEST OF A CHAIN LINK FENCE, 4.3 M (14.1 FT) EAST OF THE CENTERLINE OF WRIGHT STREET, AND 3.5 M (11.5 FT) WEST OF A METAL WITNESS POST. THE 100-FOOT BASE WAS MEASURED WITH EDM INSTRUMENTS AND THE DISTANCE WAS FOUND TO BE 100.03 FEET 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 WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION CONTACT MR. ARDEN SANDSNES, ROYAL OAK ENGINEERING INC., SUITE 6, 5610 MEDICAL CIRCLE, MADISON, WISCONSIN 53711. TELEPHONE (608) 274-0500 OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WISCONSIN 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440882

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NE WISCONSIN CBL WISCONSIN

ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15530 BROWN COUNTY

NEAREST TOWN: WRIGHTSTOWN

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: NORTHEAST WISCONSIN BASE LINE

YEAR MEASURED: 1991

CHIEF OF PARTY: LPB

THE BASE LINE IS LOCATED ABOUT 24.1 KM (15.0 MI) SOUTHWEST OF GREEN BAY AND 10.5 KM (6.5 MI) NORTHEAST OF KAUKAUNA. THE BASE LINE LIES ALONG AND IS APPROXIMATELY PARALLEL WITH THE EAST EDGE OF COUNTY ROAD "U".

THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1360-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND NORTH OF THE 150-METER POINT.

TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 172, LOCATED IN ASHWAUBENON, A SOUTHWEST SUBURB OF GREEN BAY, GO SOUTH CURVING TO SOUTHWEST ON HIGHWAY 41 FOR 3.7 KM (2.3 MI) TO THE INTERSECTION OF COUNTY ROAD "G" (MAIN STREET). CONTINUE SOUTHWEST ON HIGHWAY 41 FOR 3.1 KM (1.9 MI) TO THE INTERSECTION OF COUNTY ROAD "F" (SCHEURING ROAD). CONTINUE SOUTHWEST ON HIGHWAY 41 FOR 6.4 KM (4.0 MI) TO THE INTERSECTION OF COUNTY ROAD "S" ON THE RIGHT. CONTINUE SOUTHWEST ON HIGHWAY 41 FOR 4.5 KM (2.8 MI) TO THE INTERSECTION OF COUNTY ROAD "U". TURN LEFT AND GO SOUTH ON COUNTY ROAD "U" FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF COUNTY ROAD "DD". CONTINUE SOUTH ON COUNTY ROAD "U" FOR 1.8 KM (1.1 MI) TO THE MARK ON THE LEFT.

THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M" SET IN THE TOP OF A 53 CM (21 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 21.7 M (71.2 FT) EAST-NORTHEAST OF TELEPHONE BOX L701, 7.5 M (24.6 FT) EAST OF THE CENTERLINE OF COUNTY ROAD "U", AND 2.5 M (8.2 FT) WEST OF A METAL ITNESS POST.

THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M" SET IN THE TOP OF A 56 CM (22 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 39.4 M (129.3 FT) SOUTHEAST OF TELEPHONE BOX L701 48, 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF COUNTY ROAD "U", AND 1.5 M (4.9 FT) WEST OF A METAL WITNESS POST.

THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M" SET IN THE TOP OF A 58 CM (23 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 36.2 M (118.8 FT) NORTHEAST OF POWERLINE POLE #2219 33E3, 25.3 M (83.0 FT) NORTH- NORTHWEST OF POWERLINE POLE #2219 34W4, 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF COUNTY ROAD "U", AND 3.0 M (9.8 FT) WEST OF A METAL WITNESS POST.

THE 1360-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1360 M" SET IN THE TOP OF A 66 CM (26 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33.4 M (109.6 FT) SOUTH-SOUTHWEST OF POWERLINE POLE #2219 27L16, 23.4 M (76.8 FT) SOUTH OF A STOP AHEAD SIGN, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF COUNTY ROAD "U", AND 3.7 M (12.1 FT) WEST OF A METAL WITNESS POST.

THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT" SET IN THE TOP OF A 53 CM (21 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 20.2 M (66.3 FT) EAST OF TELEPHONE BOX L701 48, 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF COUNTY ROAD "U", AND 1.5 M (4.9 FT) WEST OF A METAL WITNESS POST.

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 BROWN COUNTY SURVEYOR AND THE NORTHEAST CHAPTER OF THE WISCONSIN SOCIETY OF LAND SURVEYORS. FOR MORE INFORMATION CONTACT MR. LES VAN HORN, BROWN COUNTY SURVEYOR, P.O. BOX 23600, GREEN BAY, WI 54305-3600. TELEPHONE (414) 448-4485. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N450894

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RHINELANDER WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 ONEIDA COUNTY

DESCRIPTION OF RHINELANDER BASE LINE

YEAR MEASURED: 1975

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 18 MILES NORTH OF RHINELANDER, 1 MILE SOUTH OF LAKE TOMAHAWK, ALONG STATE HIGHWAY 47 ON THE WEST SIDE OF THE ROAD.

TO REACH FROM THE POST OFFICE IN LAKE TOMAHAWK GO SOUTH ON STATE HIGHWAY 47 FOR 1.8 MILES TO THE 0 METER POINT ON THE RIGHT AS DESCRIBED.

THE 0 METER POINT IS 138.5 FEET NORTH OF THE CENTER OF A WOODS ROAD, 70.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 47, 57.8 FEET NORTH OF A POWERLINE POLE, AND 28.5 FEET EAST OF CENTER OF THE POWERLINES.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS. THERE ARE NO UNDERGROUND DISKS. THE DISKS HAVE NO STAMPING AND HAVE A PUNCH MARK IN THEM TO MARK THE PLUMB POINT.

THE BASE LINE CONSISTS OF THE 0, 150, 640, AND 1600 METER POINTS WITH THE 0 METER POINT AT THE NORTH END. THERE ARE MARKS SET AT 100 FEET AND AT 50 METERS BUT WERE NOT USED AS PART OF THE BASE LINE.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE DEPARTMENT OF TRANSPORATION. FOR FURTHER INFORMATION CONTACT MR. GERALD INMAN, INMAN FOLTZ AND ASSOCIATES, P.O. BOX U, MINOCQUA, WISCONSIN, 54548. PHONE NUMBER (715) 356-9485.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N450894

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RHINELANDER CBL WISCONSIN

ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15530 ONEIDA COUNTY

NEAREST TOWN: LAKE TOMAHAWK

A TAPE CALIBRATION BASE LINE WAS SET AT THE 100 FOOT POINT OF THE BASE LINE. THE REDUCED MARK TO MARK DISTANCE IS 100.01 FT.

DESCRIPTION OF: RHINELANDER BASE LINE

YEAR MEASURED: 1975

YEAR REMEASURED: 1990

CHIEF OF PARTY: LPB

THE BASE LINE IS LOCATED ABOUT 29.0 KM (18.0 MI) NORTHWEST OF RHINELANDER AND 3.0 KM (1.8 MI) SOUTHEAST OF LAKE TOMAHAWK, ALONG THE WEST SIDE OF AND APPROXIMATELY PARALLEL WITH STATE HIGHWAY 47.

THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 50, 150, 640, 1600-METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED IN LINE AND SOUTH OF THE 0-METER POINT. THE 50-METER POINT WAS NOT MEASUED BY EDM EQUIPMENT.

TO REACH THE 0-METER POINT FROM THE INTERSECTION OF STATE HIGHWAY 47 AND COUNTY ROAD D WEST, LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHEAST OF LAKE TOMAHAWK, GO SOUTHEAST ON HIGHWAY 47 FOR 1.69 KM (1.05 MI) TO THE MARK ON THE RIGHT.

THE 0-METER POINT IS A PLAIN DISK STAMPED "1975 NO. 0" SET IN THE TOP OF A 38 CM (15 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 47.4 M (155.5 FT) NORTHEAST OF POWERLINE POLE #3807-11R2, 41.6 M (136.5 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD, 21.4 M (70.2 FT) WEST OF THE CENTERLINE OF HIGHWAY 47, AND 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST.

THE 50-METER POINT IS A PLAIN DISK WITH NO STAMPING SET IN THE TOP OF A 40 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 24.8 M (81.4 FT) WEST OF THE CENTERLINE OF HIGHWAY 47, 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 4.6 M (15.1 FT) SOUTHEAST OF POWERLINE POLE #3807-11R2.

THE 150-METER POINT IS A PLAIN DISK STAMPED "1875 NO. 150" SET IN THE TOP OF A 44 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. NOTE: CONCERNING THE STAMPING, THE 8 OF 1875 IS REALLY A 0 OVERSTRUCK WITH A 9. IT IS 25.5 M (83.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 47, 12.3 M (40.4 FT) SOUTHEAST OF POWERLINE POLE #3807-11R1, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.

THE 640-METER POINT IS A PLAIN DISK STAMPED "1975 NO. 640" SET IN THE TOP OF A 44 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 25.4 M (83.3 FT) WEST OF THE CENTERLINE OF HIGHWAY 47, 24.8 M (81.4 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO #6697 HIGHWAY 47, AND 3.5 M (11.5 FT) NORTHEAST OF POWERLINE POLE #3807-14E17.

THE 1600-METER POINT IS A PLAIN DISK STAMPED "1975 NO. 1600" SET IN THE TOP OF A 44 CM (17 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 46.2 M (151.6 FT) NORTH OF POWERLINE POLE #3807-14R1, 25.3 M (83.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 47, AND 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST.

1THE 100-FOOT TAPE CALIBRATION STATION IS A PLAIN DISK STAMPED "100 FT" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.482 M (100.01 FT) SOUTH OF THE 0-METER POINT, 23.8 M (78.1 FT) WEST OF THE CENTERLINE ON HIGHWAY 47, 17.4 M (57.1 FT) NORTHEAST OF POWERLINE POLE #3807-11R2, AND 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE 100-FOOT TAPE CALIBRATION BASE WAS MEASURED BY THE EDMI METHOD AND FOUND TO BE 100.01 FT MARK-TO-MARK.

THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN STATE HIGHWAY DEPARTMENT. FOR MORE INFORMATION CONTACT MR. GERALD INMAN, INMAN FOLTZ AND ASSOCIATES, 8612 HIGHWAY 51 NORTH, MINOCQUA, WISCONSIN 54548. TELEPHONE (715) 356-9485. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WISCONSIN 53705. TELEPHONE (608) 262-5066.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420881

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SE WISCONSIN CBL WISCONSIN

SILVER SPRING MD 20910 - JUNE 21, 1999 PROJECT ACCESSION NUMBER: 15530 RACINE COUNTY

NEAREST TOWN: WATERFORD

DESCRIPTION OF: SOUTHEAST WISCONSIN BASE LINE

YEAR MEASURED: 1999

LATITUDE: 42 47 04

LONGITUDE: 088 11 15

AZIMUTH: 38 DEGREES TRUE NORTH

CHIEF OF PARTY: OWM

THE BASE LINE IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHEAST OF WATERFORD IN NORTHWESTERN RACINE COUNTY. THE BASE LINE RUNS ALONG THE EASTERLY SIDE OF NORTH BOUND STATE HIGHWAY 36. STATE HIGHWAY 36 IS A 4 LANE DIVIDED HIGHWAY WITH A GRASS MEDIAN. THE BASE LINE SHOULD ONLY BE ACCESSED FROM NORTHBOUND STATE HIGHWAY 36. MEDIAN CROSSINGS ARE LOCATED AT KRAMER ROAD SOUTH OF THE BASE LINE AND MALCHINE ROAD AT THE NORTH END. THE BASE LINE IS ADJACENT TO AN AGRICULTURAL FIELD WITH FEW TREES AND NO BRUSH.

THE BASE LINE IS A SOUTHWEST-NORTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 420, AND 1210 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF STATE HIGHWAY 164 AND STATE HIGHWAY 36, GO NORTHEASTERLY ON STATE HIGHWAY 36 FOR 1.37 KM (0.85 MI)TO THE 0-METER POINT ON THE RIGHT. TO REACH THE BASE LINE FROM THE MILWAUKEE METROPOLITAN AREA STARTING AT THE INTERSECTION OF I-894 AND I-43, GO WEST ON I-43 FOR 1.21 KM (0.75 MI) TO THE EXIT FOR SOUTH STATE HIGHWAY 100/US HIGHWAY 45. EXIT ON STATE HIGHWAY 100/US HIGHWAY 45 AND GO SOUTH FOR 7.7 KM (4.8 MI) TO STATE HIGHWAY 36. TURN RIGHT ON STATE HIGHWAY 36 AND GO SOUTHWESTERLY FOR 18.2 KM (11.3 MI) TO KRAMER ROAD. AT KRAMER ROAD TURN LEFT AND GO NORTH ON STATE HIGHWAY 36 FOR 0.72 KM (0.45 MI) TO THE 0-METER POINT ON THE RIGHT.

THE 0-METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "0 M 1999" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 13.6 M (44.8 FT) EASTERLY FROM THE ASPHALT SHOULDER OF NORTHBOUND STATE HIGHWAY 36, 10.5 M (34.3 FT) SOUTHEASTERLY FROM A SINGLE 4 INCH ASH TREE, 7.3 M (24.0) FEET FROM A WHITE PLASTIC POST MARKING A 24 INCH CONCRETE CULVERT PASSING UNDER STATE HIGHWAY 36, AND 0.7 M (2.2 FT) SOUTHWEST FROM A GREEN METAL POST WITH A WHITE WISDOT SURVEY MARKER PLAQUE. THERE IS NO DITCH AT THIS METER POINT. THE 150-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "150 M 1999" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST. THE CONCRETE POST IS SET IN THE BACK SLOPE OF THE DITCH SO IT IS NOT FLUSH WITH THE GROUND. IT IS 21.3 M (70.0 FT) NORTHERLY FROM A WHITE PLASTIC POST MARKING A 24 INCH CONCRETE CULVERT PASSING UNDER STATE HIGHWAY 36, 15.0 M (49.3 FT) EASTERLY FROM THE ASPHALT SHOULDER OF NORTHBOUND STATE HIGHWAY 36, 4.6 M (15 FT) NORTHERLY FROM A FARM ROAD ENTRANCE AND 0.4 M (1.4 FT) SOUTHWEST FROM A GREEN METAL POST WITH A WHITE WISDOT SURVEY MARKER PLAQUE.

THE 420-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "420 M 1999" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 18 M (59 FT) NORTHERLY FROM A WHITE PLASTIC POST MARKING A 24 INCH CONCRETE CULVERT PASSING UNDER STATE HIGHWAY 36, 13.7 M (44.8 FT) EASTERLY FROM THE ASPHALT SHOULDER OF NORTHBOUND STATE HIGHWAY 36, AND 0.6 M (1.8 FT) SOUTHWEST FROM A GREEN METAL POST WITH A WHITE WISDOT SURVEY MARKER PLAQUE.

1THE 1210-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK, STAMPED "1210 M 1999" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS LOCATED IN THE NORTHEAST QUADRANT OF STATE HIGHWAY 36(MILWAUKEE ROAD) AND MALCHINE ROAD. IT IS 30.9 M (101.4 FT) WEST OF A YELLOW WOODEN RIGHT-OF-WAY POST, 15.1 M (49.4) FEET NORTH FROM THE CENTERLINE OF MALCHINE ROAD, 7.6 M (24.8 FT) NORTH FROM THE BACK EDGE OF THE MOUNTABLE CURB/GUTTER, 5.7 M (18.8 FT) EAST FROM THE BACK EDGE OF THE MOUNTABLE CURB/GUTTER ALONG NORTHBOUND STATE HIGHWAY 36 AND 0.5 M (1.6 FT) SOUTHWEST FROM A GREEN METAL POST WITH A WHITE WISDOT SURVEY MARKER PLAQUE.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. IF USING BASE LINE IN WINTER, DO NOT USE A SHOVEL OR HARD TOOL TO CLEAR ICE FROM DISK AS THIS MAY DAMAGE THE DATUM POINT.

THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN DEPARTMENT OF TRANSPORTATION.

FOR FURTHER INFORMATION PLEASE CONTACT ONE OF THE FOLLOWING:

WSLS EXECUTIVE DIRECTOR, MR. HAROLD CHARLIER, 2935 COVENTRY LANE, WAUKESHA, WI 53188, TELEPHONE (414) 781-1000.

WISCONSIN NGS ADVISOR DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 504 WALNUT STREET, ROOM 101, 1050 WARF BUILDING, MADISON WI 53705, TELEPHONE (608) 266- 3919.

DISTRICT 2 HIGHWAYS SURVEY COORDINATOR, MR. WAYNE HARTLING, WAUKESHA STATE OFFICE BUILDING, 141 NW BARSTOW, WAUKESHA WI

53187, TELEPHONE (414) 548-5957.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420881

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WAUKESHA WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 WAUKESHA COUNTY

DESCRIPTION OF WAUKESHA BASE LINE

YEAR MEASURED: 1975 (VERIFICATION MEASUREMENTS MADE BY NGS IN 1981)

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED ABOUT 2 MILES SOUTH OF DOWNTOWN WAUKESHA, ALONG COUNTY TRUNK ROAD A ON THE SOUTH SIDE OF THE ROAD.

TO REACH FROM THE POST OFFICE IN WAUKESHA, GO WEST ON BROADWAY AVENUE FOR 0.25 MILE TO COUNTY ROAD F. TURN LEFT AND GO SOUTH ON COUNTY ROAD F FOR 2.25 MILES TO THE JUNCTION WITH COUNTY ROAD A. (WAUKESHA BELTWAY). TURN RIGHT AND GO WEST ON COUNTY ROAD A FOR 0.15 MILE TO THE 0 METER POINT ON THE LEFT AS DESCRIBED.

THE 0 METER POINT IS ABOUT 50 METERS (164 FT) EAST OF THE CENTER LINE OF SOUTH GRAND AVENUE AND THE 150 METER POINT IS ABOUT 100 METERS (328 FT) WEST OF THE CENTER LINE OF SOUTH GRAND AVENUE. THE 800 METER POINT IS JUST WEST OF THE SOO LINE CROSSING AND THE 1647 METER POINT IS ABOUT 0.24 KM (0.15 MI) WEST OF THE JUNCTION OF CENTER ROAD AND COUNTY TRUNK A.

ALL THE MARKS ARE WISCONSIN DEPARTMENT OF TRANSPORTATION DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS AND HAVE UNDERGROUND DISKS PLUMB WITH THE SURFACE DISKS. THE DISKS HAVE NO STAMPING AND HAVE A PUNCH MARK IN THEM TO MARK THE PLUMB POINT.

THE BASE LINE CONSISTS OF THE 0, 150, 800, AND 1647 METER POINTS WITH THE 0 METER POINT AT THE EAST END OF THE EAST-WEST BASE LINE. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. THERE ARE MARKS SET AT 100 FEET, AND AT 50 METERS BUT WERE NOT USED AS PART OF THE BASE LINE.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION CONTACT MR. HAROLD CHARLIER AT 2935 COVENTRY LANE, WAUKESHA, WISCONSIN 53186. TELEPHONE (414) 781-1000.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420881

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WAUKESHA CBL WISCONSIN

ROCKVILLE MD 20852 - AUGUST 28, 1992 PROJECT ACCESSION NUMBER: 15530 WAUKESHA COUNTY

NEAREST TOWN: WAUKESHA

DESCRIPTION OF WAUKESHA BASE LINE

YEAR MEASURED: 1975

YEAR REMEASURED: 1981, 1992

CHIEF OF PARTY: KM

THE BASE LINE IS LOCATED ABOUT 10.0 KM (6.2 MI) NORTH OF BIG BEND AND ABOUT 4.0 KM (2.5 MI) SOUTH OF DOWNTOWN WAUKESHA. THE BASE LINE RUNS ALONG THE SOUTH SIDE OF AND IS APPROXIMATELY PARALLEL WITH STATE HIGHWAY 59.

THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST END. IT CONSISTS OF THE 0, 150, 800, AND 1604 METER POINTS. THERE IS A STATION LOCATED 100-FEET WEST FROM THE 0-METER POINT. NO MEASUREMENTS WERE TAKEN TO IT AT THIS TIME.

TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 297) AND U.S. HIGHWAY 18 (MORELAND BOULEVARD), LOCATED ON THE EAST SIDE OF WAUKESHA, GO SOUTHWESTERLY ON U.S. HIGHWAY 18 FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF STATE HIGHWAY 164 (SOUTH) ON THE LEFT. TURN LEFT AND GO SOUTH ON STATE HIGHWAY 164 FOR 1.4 KM (0.9 MI) TO THE INTERSECTION OF STATE HIGHWAY 59 (EAST) ON THE LEFT. CONTINUE SOUTH CURVING TO THE WEST ON STATE HIGHWAYS 59 AND 164 FOR 5.2 KM (3.2 MI) TO THE INTERSECTION OF EAST STREET, WHERE STATE HIGHWAY 164 TURNS TO THE LEFT. CONTINUE WEST ON STATE HIGHWAY 59 FOR 0.22 KM (0.14 MI) TO THE 0-METER POINT ON THE LEFT.

THE 0-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "0 M" SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 51.0 M (167.3 FT) EAST OF THE CENTERLINE OF GRAND AVENUE, 16.9 M (55.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.9 M (22.6 FT) NORTH OF THE NORTH EDGE OF A PAVED PARKING AREA, AND 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST.

THE 150-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "150 M" SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 99.0 M (324.8 FT) WEST OF THE CENTERLINE OF GRAND AVENUE, 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) NORTH OF THE NORTH EDGE OF A PAVED PARKING AREA, AND 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST.

THE 800-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "800 M" SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE WEST RAIL OF A NORTH-SOUTH RAILROAD TRACK, 2.5 M (8.2 FT) NORTH OF A WOODEN POWER POLE, AND 0.7 M (2.3 FT) NORTH OF A METAL WITNESS POST.

THE 1604-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK STAMPED "1604 M" SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15.6 M (51.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT) WEST-NORTHWEST OF A WOODEN POWER POLE WITH TWO GUIDE WIRES, AND 0.7 M (2.3 FT) NORTH OF A METAL WITNESS POST.

1USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. SINCE THERE IS HEAVY TRAFFIC ALONG THE BASE LINE, APPROPRIATE SAFETY PRECAUTIONS SHOULD BE OBSERVED.

THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN DEPARTMENT OF TRANSPORTATION. FOR FURTHER INFORMATION PLEASE CONTACT MR. HAROLD CHARLIER, 2935 CONVENTRY LANE, WAUKESHA, WI 53188. TELEPHONE (414) 781-1000. OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705. TELEPHONE (608) 262-5066 OR 266-3919.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440893

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WISCONSIN RAPIDS WISCONSIN

ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15530 WOOD COUNTY

DESCRIPTION OF WISCONSIN RAPIDS BASE LINE

YEAR MEASURED: 1975

CHIEF OF PARTY: MDC

THE BASE LINE IS LOCATED IN WISCONSIN RAPIDS AT THE AIRPORT KNOWN AS ALEXANDER FIELD. IT IS LOCATED ON THE WEST SIDE OF THE AIRPORT PROPERTY BETWEEN THE NORTH-SOUTH RUNWAY AND THE WOODS.

THE 0 METER POINT IS ABOUT 400 FEET WEST OF THE NORTH-SOUTH RUNWAY, 100 FEET EAST OF THE EDGE OF THE WOODS AND EVEN WITH THE SOUTH END OF THE RUNWAY. IT IS LOCATED IN A MOWED GRASSY AREA WITH NO REFERENCE POINTS NEAR.

THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE SOUTH END. EACH MARK IS A PLAIN DISK WITH NO STAMPING ON THEM. THE DISKS ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS ABOUT 6 FEET BELOW THE GROUND AND PROJECTING ABOUT 6 INCHES. THE BASE LINE CONSISTS OF THE 0, 150, 657, AND 1314 METER POINTS. THERE IS A MARK SET AT 50 METERS BUT IT WAS NOT USED AS PART OF THE BASE LINE. THE 50 METER POINT WAS TRAVERSED TO WITH THE 50 METER TAPES.

THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WOOD COUNTY SURVEYORS OFFICE. FOR FURTHER INFORMATION CONTACT MR. WILLIAM ROHDE AT 2011B SHERRI LANE IN WISCONSIN RAPIDS, WI 54494. HIS PHONE NUMBER IS (715) 421-0444.

US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N440893

NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WISCONSIN RAPIDS CBL WISCONSIN

ROCKVILLE MD 20852 - SEPTEMBER 27, 1993 PROJECT ACCESSION NUMBER: 15530 WOOD COUNTY

NEAREST TOWN: WISCONSIN RAPIDS

DESCRIPTION OF WISCONSIN RAPIDS BASE LINE

YEAR MEASURED: 1975

YEAR REMEASURED: 1993

CHIEF OF PARTY: KM

THE BASE LINE IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTHEAST OF PORT EDWARDS AND 2.0 KM (1.2 MI) SOUTHWEST OF WISCONSIN RAPIDS AT THE ALEXANDER FIELD AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WESTERN EDGE OF RUNWAY (2-20). **NOTE** THE AIRPORT MANAGER, MR. DONALD CACIC, CACIC AVIATION, INC., ALEXANDER FIELD, 3620 FIRST STREET SOUTH, WISCONSIN RAPIDS, WI 54494, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON BASE LINE AND CAN PROVIDE AIRPORT ACCESS INFORMATION. TELEPHONE (715) 421-0330. THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTH-SOUTHWEST END. IT CONSISTS OF THE 0, 150, 657, AND 1314 METER POINTS. THERE ARE MONUMENTS SET AT 100 FEET AND 50 METERS FROM THE 0-METER POINT BUT THEY WERE NOT MEASURED TO AT THIS TIME.

TO REACH THE 0-METER POINT FROM THE SOUTHERN JUNCTION OF STATE HIGHWAY 54 (RIVERVIEW EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH EIGHTH STREET), LOCATED IN WISCONSIN RAPIDS, GO SOUTH ON STATE HIGHWAY 13 FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF PEPPER AVENUE. TURN RIGHT AND GO WEST ON PEPPER AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF SOUTH FIRST STREET. CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM (0.4 MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON GOLF COURSE ROAD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF A TRACK ROAD ON THE LEFT JUST BEFORE A TREE LINE. TURN LEFT AND GO SOUTH ALONG TREE LINE THEN CURVING TO EAST ACROSS AN OPEN FIELD FOR 0.8 KM (0.5 MI) TO THE 0-METER POINT ON THE LEFT.

THE 0-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED "0 M" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 170.6 M (559.7 FT) NORTHWEST OF THE SOUTHWESTERN CORNER OF RUN WAY (2-20), 110.3 M (361.9 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20), 1.7 M (5.6 FT) NORTHWEST OF A METAL WITNESS POST, AND 1.2 M (3.9 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.

THE 150-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED "150 M" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 111.0 M (364.2 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2- 20), 67.5 M (221.5 FT) WEST-NORTHWEST OF THE WESTERN MOST VASSI LIGHT, 3.4 M (11.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF ELECTRIC JUNCTION BOX NO. 50, AND 1.3 M (4.3 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.

THE 657-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED "657 M" SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 181.6 M (595.8 FT) SOUTH-SOUTHWEST 0F THE SOUTHERN EDGE OF RUNWAY (11-29), 113.7 M (373.0 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20), AND 1.2 M (3.9 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.

THE 1314-METER POINT IS A 9 CM (3.5 IN) BLANK BRASS DISK STAMPED "1314 M" SET IN THE TOP OF A 43 CM (17 IN) DIAMETER CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 260.7 M (855.3 FT) SOUTHWEST THE NORTHWESTERN CORNER OF RUNWAY (2- 20), 117.1 M (384.2 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF RUNWAY (2-20), 28.7 M (94.2 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND 1.3 M (4.3 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.

USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAY IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT OF WAY.