1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
RM0724 ***********************************************************************
RM0724 CBN - This is a Cooperative Base Network Control Station.
RM0724 DESIGNATION - SIOUX RM 1
RM0724 PID - RM0724
RM0724 STATE/COUNTY- WI/BAYFIELD
RM0724 USGS QUAD - LONG ISLAND (1965)
RM0724
RM0724 *CURRENT SURVEY CONTROL
RM0724 ___________________________________________________________________
RM0724* NAD 83(1997)- 46 43 18.77378(N) 090 52 22.55996(W) ADJUSTED 
RM0724* NAVD 88 - 196.5 (meters) 645. (feet) GPS OBS 
RM0724 ___________________________________________________________________
RM0724 X - -66,734.678 (meters) COMP
RM0724 Y - -4,379,852.883 (meters) COMP
RM0724 Z - 4,620,743.929 (meters) COMP
RM0724 LAPLACE CORR- -4.45 (seconds) DEFLEC99
RM0724 ELLIP HEIGHT- 164.68 (meters) GPS OBS
RM0724 GEOID HEIGHT- -31.77 (meters) GEOID99
RM0724
RM0724 HORZ ORDER - B
RM0724 ELLP ORDER - THIRD CLASS II
RM0724
RM0724.The horizontal coordinates were established by GPS observations
RM0724.and adjusted by the National Geodetic Survey in May 1999.
RM0724.No horizontal observational check was made to the station.
RM0724
RM0724.The orthometric height was determined by GPS observations.
RM0724
RM0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
RM0724
RM0724.The Laplace correction was computed from DEFLEC99 derived deflections.
RM0724
RM0724.The ellipsoidal height was determined by GPS observations
RM0724.and is referenced to NAD 83.
RM0724
RM0724.The geoid height was determined by GEOID99.
RM0724
RM0724; North East Units Scale Converg.
RM0724;SPC WI N - 173,226.346 533,266.330 MT 0.99999212 -0 37 47.0
RM0724;UTM 15 - 5,176,455.704 662,546.488 MT 0.99992476 +1 32 56.1
RM0724
RM0724 SUPERSEDED SURVEY CONTROL
RM0724
RM0724 NAD 83(1991)- 46 43 18.77370(N) 090 52 22.55817(W) AD( ) B
RM0724 ELLIP HT - 164.68 (m) GP( ) 4 1
RM0724 NAD 83(1986)- 46 43 18.76428(N) 090 52 22.54731(W) AD( ) 2
RM0724 NAD 27 - 46 43 19.01628(N) 090 52 21.89283(W) AD( ) 2
RM0724 NGVD 29 - 196.5 (m) 645. (f) VERT ANG 
RM0724
RM0724.Superseded values are not recommended for survey control.
RM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RM0724.See file dsdata.txt to determine how the superseded data were derived.
RM0724
RM0724_MARKER: DD = SURVEY DISK
RM0724_SETTING: 0 = CONCRETE POST
RM0724_STAMPING: SIOUX NO 1 1978
RM0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
RM0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RM0724+STABILITY: SURFACE MOTION
RM0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
RM0724+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1990
RM0724
RM0724 HISTORY - Date Condition Recov. By
RM0724 HISTORY - 1978 MONUMENTED NGS
RM0724 HISTORY - 1978 GOOD NGS
RM0724 HISTORY - 19900702 GOOD AEROS
RM0724 HISTORY - 19900913 GOOD NGS
RM0724 HISTORY - 19970712 GOOD WOOLPT
RM0724
RM0724 STATION DESCRIPTION
RM0724
RM0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
RM0724'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF BAYFIELD,
RM0724'4 MILES NORTH OF WASHBURN, IN THE NORTH EDGE OF A SMALL ROADSIDE
RM0724'PARK AND ON STATE HIGHWAY PROPERTY. MR. DON ALBRIGHT GAVE
RM0724'PERMISSION.
RM0724'
RM0724'TO REACH THE STATION FROM THE POST OFFICE IN WASHBURN, GO NORTH
RM0724'ON STATE HIGHWAY 13 FOR 3.7 MILES TO A SMALL ROADSIDE PARK AND
RM0724'A SIGN, HISTORICAL MARKER, ON THE RIGHT AND THE STATION IN THE
RM0724'NORTHEAST EDGE OF THE PARK.
RM0724'
RM0724'THE STATION IS A STANDARD NGS REFERENCE MARK DISK,
RM0724'STAMPED---SIOUX NO 1 1978---,
RM0724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
RM0724'FLUSH WITH GROUND. IT IS LOCATED
RM0724'82.5 FEET EAST FROM THE CENTERLINE OF HIGHWAY 13,
RM0724'48.0 FEET EAST FROM A UTILITY POLE, AND
RM0724'2.6 FEET SOUTHWEST FROM A POLE FENCE CORNER POST.
RM0724
RM0724 STATION RECOVERY (1978)
RM0724
RM0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
RM0724'RECOVERED IN GOOD CONDITION.
RM0724
RM0724 STATION RECOVERY (1990)
RM0724
RM0724'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
RM0724'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF BAYFIELD,
RM0724'4 MILES NORTH OF WASHBURN, IN THE NORTH EDGE OF A SMALL ROADSIDE
RM0724'PARK AND ON STATE HIGHWAY PROPERTY. MR. DON ALBRIGHT GAVE
RM0724'PERMISSION.
RM0724'TO REACH THE STATION FROM THE POST OFFICE IN WASHBURN, GO NORTH
RM0724'ON STATE HIGHWAY 13 FOR 3.7 MILES TO A SMALL ROADSIDE PARK AND
RM0724'A SIGN, HISTORICAL MARKER, ON THE RIGHT AND THE STATION IN THE
RM0724'NORTHEAST EDGE OF THE PARK.
RM0724'THE STATION IS A STANDARD NGS REFERENCE MARK DISK,
RM0724'STAMPED---SIOUX NO 1 1978---,
RM0724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
RM0724'FLUSH WITH GROUND. IT IS LOCATED
RM0724'82.5 FEET EAST FROM THE CENTERLINE OF HIGHWAY 13,
RM0724'48.0 FEET EAST FROM A UTILITY POLE, AND
RM0724'2.6 FEET SOUTHWEST FROM A POLE FENCE CORNER POST.
RM0724
RM0724 STATION RECOVERY (1990)
RM0724
RM0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
RM0724'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH OF BAYFIELD, 6.5
RM0724'KM (4.0 MI) NORTH OF WASHBURN AND NEAR THE NORTHEAST CORNER OF A
RM0724'GRASSY AREA OF A STATE HIGHWAY HISTORICAL MARKER.
RM0724'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916,
RM0724'MADISON, WI 53707, PHONE 608-267-2462.
RM0724'TO REACH THE STATION FROM THE POST OFFICE IN WASHBURN, GO NORTH ON
RM0724'STATE HIGHWAY 13 FOR 6.6 KM (4.1 MI) TO A HISTORICAL MARKER SIGN AT A
RM0724'PULL-OFF AND THE STATION IN A GRASSY AREA AT THE NORTHEAST CORNER OF
RM0724'THE SITE.
RM0724'THE STATION IS LOCATED 29.3 M (96.1 FT) NORTH-NORTHEAST OF THE NORTH
RM0724'LEDGE OF THE HISTORICAL SIGN, 25.2 M (82.7 FT) EAST OF THE CENTER OF
RM0724'THE HIGHWAY, 14.6 M (47.9 FT) EAST OF A POWER POLE NUMBER 16-55-38
RM0724'AND 13.6 M (44.6 FT) NORTHEAST OF THE NORTHWEST CORNER OF A FENCE.
RM0724
RM0724 STATION RECOVERY (1997)
RM0724
RM0724'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
RM0724'RECOVERED AS DESCRIBED.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
RM0803 ***********************************************************************
RM0803 DESIGNATION - LENAWEE
RM0803 PID - RM0803
RM0803 STATE/COUNTY- WI/BAYFIELD
RM0803 USGS QUAD - IRON LAKE NE (1984)
RM0803
RM0803 *CURRENT SURVEY CONTROL
RM0803 ___________________________________________________________________
RM0803* NAD 83(1991)- 46 40 38.22098(N) 091 15 21.58870(W) ADJUSTED 
RM0803* NAVD 88 - 448.5 (meters) 1471. (feet) GPS OBS 
RM0803 ___________________________________________________________________
RM0803 X - -96,098.335 (meters) COMP
RM0803 Y - -4,383,089.784 (meters) COMP
RM0803 Z - 4,617,527.877 (meters) COMP
RM0803 LAPLACE CORR- -9.76 (seconds) DEFLEC99
RM0803 ELLIP HEIGHT- 417.83 (meters) GPS OBS
RM0803 GEOID HEIGHT- -30.67 (meters) GEOID99
RM0803
RM0803 HORZ ORDER - FIRST
RM0803 ELLP ORDER - FOURTH CLASS I
RM0803
RM0803.The horizontal coordinates were established by GPS observations
RM0803.and adjusted by the National Geodetic Survey in March 1999.
RM0803
RM0803.The orthometric height was determined by GPS observations.
RM0803
RM0803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
RM0803
RM0803.The Laplace correction was computed from DEFLEC99 derived deflections.
RM0803
RM0803.The ellipsoidal height was determined by GPS observations
RM0803.and is referenced to NAD 83.
RM0803
RM0803.The geoid height was determined by GEOID99.
RM0803
RM0803; North East Units Scale Converg.
RM0803;SPC WI N - 168,661.749 503,905.711 MT 0.99998488 -0 54 21.7
RM0803;UTM 15 - 5,170,779.879 633,383.887 MT 0.99981868 +1 16 08.2
RM0803
RM0803: Primary Azimuth Mark Grid Az
RM0803:SPC WI N - LENAWEE AZ MK 038 23 00.4
RM0803:UTM 15 - LENAWEE AZ MK 036 12 30.5
RM0803
RM0803|---------------------------------------------------------------------|
RM0803| PID Reference Object Distance Geod. Az |
RM0803| dddmmss.s |
RM0803| LENAWEE AZ MK 0372838.7 |
RM0803| LENAWEE RM 1 27.608 METERS 21725 |
RM0803| LENAWEE RM 2 18.552 METERS 34351 |
RM0803|---------------------------------------------------------------------|
RM0803
RM0803 SUPERSEDED SURVEY CONTROL
RM0803
RM0803 NAD 83(1986)- 46 40 38.21354(N) 091 15 21.58226(W) AD( ) 1
RM0803 NAD 83(1991)- 46 40 38.21979(N) 091 15 21.58646(W) AD( ) 2
RM0803 NAD 83(1986)- 46 40 38.21354(N) 091 15 21.58226(W) AD( ) 2
RM0803 NAD 27 - 46 40 38.43900(N) 091 15 20.90400(W) AD( ) 2
RM0803
RM0803.Superseded values are not recommended for survey control.
RM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RM0803.See file dsdata.txt to determine how the superseded data were derived.
RM0803
RM0803_MARKER: DH = HORIZONTAL CONTROL DISK
RM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RM0803_STAMPING: LENAWEE 1953 1992
RM0803_PROJECTION: FLUSH
RM0803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
RM0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RM0803+STABILITY: SURFACE MOTION
RM0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
RM0803+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1992
RM0803
RM0803 HISTORY - Date Condition Recov. By
RM0803 HISTORY - 1953 MONUMENTED NGS
RM0803 HISTORY - 1977 POOR NGS
RM0803 HISTORY - 19920315 GOOD MNDT
RM0803
RM0803 STATION DESCRIPTION
RM0803
RM0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 (DAJ)
RM0803'STATION IS LOCATED ABOUT 16-1/2 MILES WEST OF WASHBURN, 10-1/2
RM0803'MILES NORTHEAST OF IRON RIVER AND 9 MILES SOUTHEAST OF PORT WING
RM0803'AT THE SITE OF THE LENAWEE LOOKOUT TOWER ON U.S. FOREST SERVICE
RM0803'PROPERTY. STATION IS 41 FEET SOUTH OF THE SOUTHEAST LEG OF
RM0803'LOOKOUT TOWER, 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF
RM0803'ROAD AND 4 FEET WEST OF WITNESS POST. THE MARK PROJECTS ABOUT
RM0803'6 INCHES AND THE DISK IS STAMPED LENAWEE 1953.
RM0803'
RM0803'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE NORTHEAST CORNER
RM0803'OF HOUSE AND 22 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD.
RM0803'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LENAWEE
RM0803'NO 1 1953.
RM0803'
RM0803'REFERENCE MARK NO. 2 IS 11 FEET EAST SOUTHEAST OF THE APPROXIMATE
RM0803'CENTERLINE OF ROAD AND 9 FEET WEST OF THE NORTHWEST LEG OF
RM0803'LOOKOUT TOWER. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
RM0803'STAMPED LENAWEE NO 2 1953.
RM0803'
RM0803'AZIMUTH MARK IS 39 FEET NORTH OF A TELEPHONE POLE, 19 FEET NORTH
RM0803'OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT SOUTHWEST OF
RM0803'WITNESS POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
RM0803'STAMPED LENAWEE 1953.
RM0803'
RM0803'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROUTE
RM0803'C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROUTE C FOR 10.55 MILES
RM0803'TO POINT WHERE HIGHWAY CURVES RIGHT. CONTINUE STRAIGHT AHEAD ON
RM0803'GRADED ROAD FOR 2.8 MILES TO STARTING OF SURFACED ROAD. CONTINUE
RM0803'STRAIGHT AHEAD ON SURFACED ROAD 2.25 MILES TO CROSSROADS AND END
RM0803'OF PAVEMENT. CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK
RM0803'AND SIGN POST ON RIGHT. CONTINUE STRAIGHT AHEAD ON RIGHT FORK
RM0803'FOR 1.45 MILES TO ANOTHER FORK. TAKE LEFT FORK AND GO 2.3
RM0803'MILES TO A SIDE ROAD RIGHT AT SIGN LENAWEE LOOKOUT TOWER 2.
RM0803'TURN RIGHT AND GO WESTERLY FOR 2.1 MILES TO AZIMUTH MARK ON
RM0803'RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED. CONTINUE ON MAIN
RM0803'ROAD FOR 0.4 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
RM0803'
RM0803'AZIMUTH MARK IS NOT V.G.
RM0803'
RM0803'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
RM0803
RM0803 STATION RECOVERY (1977)
RM0803
RM0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
RM0803'THE DISK HAS BEEN REMOVED FROM THE STATION MARK AND REFERENCE
RM0803'MARK NUMBER 2, REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARKS WERE
RM0803'RECOVERED AND FOUND IN GOOD CONDITION, THE STEMS OF THE STATION
RM0803'MARK AND REFERENCE MARK 2 ARE IN GOOD CONDITION.
RM0803'
RM0803'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROAD
RM0803'C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROAD C FOR 10.55 MILES TO
RM0803'A POINT WHERE HIGHWAY CURVES RIGHT. CONTINUE STRAIGHT AHEAD ON
RM0803'GRADED ROAD FOR 2.8 MILES TO STARTING OF A SURFACED ROAD.
RM0803'CONTINUE AHEAD FOR 2.25 MILES TO A CROSSROADS. CONTINUE AHEAD FOR
RM0803'0.25 MILE TO A FORK. KEEP RIGHT FORK FOR 1.45 MILE TO A FORK.
RM0803'TAKE THE LEFT FORK AND GO FOR 2.3 MILES TO A SIDE ROAD RIGHT AND
RM0803'SIGN LENAWEE LOOKOUT TOWER. TURN RIGHT AND GO 2.1 MILES TO
RM0803'THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4 MILE TO STATION
RM0803'AND OLD FOUNDATION OF LOOKOUT TOWER.
RM0803'
RM0803'TOWER WOULD BE REQUIRED AT THIS STATION.
RM0803'
RM0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
RM0803'ABOUT 10-1/2 MILES NE OF IRON RIVER.
RM0803
RM0803 STATION RECOVERY (1992)
RM0803
RM0803'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
RM0803'THE STATION AND RM 2 WERE FOUND WITH THEIR DISKS BROKEN OFF AND THE
RM0803'STEMS IN PLACE. RM 1 WAS FOUND IN GOOD CONDITION. A NEW SURFACE MARK
RM0803'WAS SET AND RM 3 WAS SET AT THIS TIME. A NEW DESCRIPTION FOLLOWS.
RM0803'THE MARK IS LOCATED ABOUT 16.5 MI (26.6 KM) WEST OF THE TOWN OF
RM0803'WASHBURN, AT THE SITE OF THE FOUNDATION OF THE DISMANTLED LENAWEE
RM0803'LOOKOUT TWR. TO REACH THE MARK, GO NW ALONG CO RD C FOR 10.55 MI
RM0803'(16.98 KM) FROM THE JCT OF TH 13 AND CO RD C IN WASHBURN, THEN
RM0803'CONTINUE 2.8 MI (4.5 KM) ON A GRADED RD, THEN CONTINUE 2.5 MI (4.0 KM)
RM0803'ON A BITUMINOUS RD, THEN GO 1.45 MI (2.33 KM) ON THE RT FORK, THEN GO
RM0803'2.3 MI (3.7 KM) ON THE LT FORK, THEN TURN RT AND GO 2.5 MI (4.0 KM) TO
RM0803'THE MARK. THE MARK, S DISK SET IN A CONC MON, IS 17 FT (5.2 M) WEST
RM0803'OF A RD, 32 FT (9.8 M) EAST OF A RD, 91 FT (27.7 M) NE OF RM 1, 60.9
RM0803'FT (18.6 M) SSE OF RM 2, AND 47 FT (14.3 M) SOUTH OF RM 3. RECOVERED
RM0803'AND DESCRIBED BY DAVID K. HERDER, TYPED BY M.P.P.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
RM0891 ***********************************************************************
RM0891 FBN - This is a Candidate for Federal Base Network Control.
RM0891 DESIGNATION - BRULE GPS
RM0891 PID - RM0891
RM0891 STATE/COUNTY- WI/BAYFIELD
RM0891 USGS QUAD - BRULE (1984)
RM0891
RM0891 *CURRENT SURVEY CONTROL
RM0891 ___________________________________________________________________
RM0891* NAD 83(1997)- 46 33 18.04166(N) 091 33 07.72918(W) ADJUSTED 
RM0891* NAVD 88 - 331.1 (meters) 1086. (feet) GPS OBS 
RM0891 ___________________________________________________________________
RM0891 X - -119,017.681 (meters) COMP
RM0891 Y - -4,392,330.505 (meters) COMP
RM0891 Z - 4,608,107.180 (meters) COMP
RM0891 LAPLACE CORR- -13.55 (seconds) DEFLEC99
RM0891 ELLIP HEIGHT- 302.33 (meters) GPS OBS
RM0891 GEOID HEIGHT- -28.74 (meters) GEOID99
RM0891
RM0891 HORZ ORDER - A
RM0891 ELLP ORDER - THIRD CLASS I
RM0891
RM0891.The horizontal coordinates were established by GPS observations
RM0891.and adjusted by the National Geodetic Survey in April 1999.
RM0891
RM0891.The orthometric height was determined by GPS observations.
RM0891
RM0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
RM0891
RM0891.The Laplace correction was computed from DEFLEC99 derived deflections.
RM0891
RM0891.The ellipsoidal height was determined by GPS observations
RM0891.and is referenced to NAD 83.
RM0891
RM0891.The geoid height was determined by GEOID99.
RM0891
RM0891; North East Units Scale Converg.
RM0891;SPC WI N - 155,473.036 480,984.757 MT 0.99996816 -1 07 10.8
RM0891;UTM 15 - 5,156,734.293 610,983.773 MT 0.99975140 +1 03 04.7
RM0891
RM0891 SUPERSEDED SURVEY CONTROL
RM0891
RM0891 NAD 83(1991)- 46 33 18.04142(N) 091 33 07.72756(W) AD( ) B
RM0891 ELLIP HT - 302.31 (m) GP( ) 4 1
RM0891 NGVD 29 - 331.0 (m) 1086. (f) GPS OBS 
RM0891
RM0891.Superseded values are not recommended for survey control.
RM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RM0891.See file dsdata.txt to determine how the superseded data were derived.
RM0891
RM0891_MARKER: DH = HORIZONTAL CONTROL DISK
RM0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RM0891_STAMPING: BRULE GPS 1989
RM0891_PROJECTION: FLUSH
RM0891_MAGNETIC: N = NO MAGNETIC MATERIAL
RM0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RM0891+STABILITY: SURFACE MOTION
RM0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
RM0891+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1997
RM0891
RM0891 HISTORY - Date Condition Recov. By
RM0891 HISTORY - 1989 MONUMENTED WIHD
RM0891 HISTORY - 19900702 GOOD
RM0891 HISTORY - 19951005 GOOD MNDT
RM0891 HISTORY - 19970712 GOOD WOOLPT
RM0891 HISTORY - 19971210 GOOD NGS
RM0891
RM0891 STATION DESCRIPTION
RM0891
RM0891'DESCRIBED BY WI HIGHWAY DEPT 1989
RM0891'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) WEST OF IRON RIVER, 38.6
RM0891'KM (24.00 MI) SOUTHEAST OF SUPERIOR, AND 26.1 KM (16.20 MI) SOUTHWEST
RM0891'OF PORT WING. OWNERSHIP--U.S. HIGHWAY RIGHT-OF-WAY.
RM0891'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE
RM0891'HIGHWAY 27 IN BRULE, WISCONSIN, GO EAST FOR 1.8 KM (1.10 MI) ON U.S.
RM0891'HIGHWAY 2 TO THE STATION ON THE RIGHT ATOP A HIGH BANK.
RM0891'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
RM0891'STAMPED--BRULE GPS 1989--, SET INTO THE TOP OF A ROUND CONCRETE
RM0891'MONUMENT 40 CM IN DIAMETER FLUSH WITH THE GROUND. LOCATED 26.2 M
RM0891'(86.0 FT) SOUTH FROM THE CENTER-LINE OF U.S. HIGHWAY 2, 0.85 M
RM0891'(2.8 FT) NORTH FROM A CARSONITE WITNESS POST, AND 5.27 M (17.3 FT)
RM0891'NORTH FROM A BARBED WIRE FENCE LINE.
RM0891
RM0891 STATION RECOVERY (1990)
RM0891
RM0891'RECOVERED 1990
RM0891'RECOVERED IN GOOD CONDITION.
RM0891
RM0891 STATION RECOVERY (1995)
RM0891
RM0891'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
RM0891'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RECOVERY NOTE
RM0891'BY DAVID K. HERDER, TYPED BY D.J.E.
RM0891
RM0891 STATION RECOVERY (1997)
RM0891
RM0891'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
RM0891'RECOVERED AS DESCRIBED.
RM0891
RM0891 STATION RECOVERY (1997)
RM0891
RM0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
RM0891'THE STATION IS LOCATED ABOUT 47 KM (29.20 MI) EAST-SOUTHEAST OF
RM0891'SUPERIOR, 12 KM (7.45 MI) WEST-SOUTHWEST OF IRON RIVER, ON THE HIGHEST
RM0891'POINT IN THE AREA, 0.16 KM (0.10 MI) EAST OF THE BAYFIELD-DOUGLAS
RM0891'COUNTY LINE, NEAR THE CENTER OF THE NORTH SIDE OF A LARGE PASTURE,
RM0891'ADJACENT TO A SMALL CORRAL WITH A SMALL STEEL SHED, AND IN THE HIGHWAY
RM0891'RIGHT-OF-WAY. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO
RM0891'REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 27 IN
RM0891'BRULE, GO EAST ON HIGHWAY 2 FOR 1.8 KM (1.10 MI) TO THE STATION ON THE
RM0891'RIGHT ON A HIGH CUTBANK. THE STATION IS SET IN THE TOP OF A 40 CM
RM0891'ROUND CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 26.8 M (87.9 FT)
RM0891'SOUTH OF AND ABOUT 7 M (23.0 FT) HIGHER THAN THE HIGHWAY CENTER (SLOPE
RM0891'MEASUREMENT) , 5.3 M (17.4 FT) NORTH-NORTHWEST OF A FENCE, 5.3 M (17.4
RM0891'FT) NORTH OF THE WEST OF 3 WOODEN BRACED FENCE POSTS AT THE NORTH
RM0891'CORNER OF THE PASTURE, 2.0 M (6.6 FT) SOUTH OF THE TOP OF THE CUTBANK,
RM0891'1.0 M (3.3 FT) NORTH-NORTHWEST OF A PLASTIC WITNESS POST, AND 0.9 M
RM0891'(3.0 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
RM0892 ***********************************************************************
RM0892 CBN - This is a Cooperative Base Network Control Station.
RM0892 PACS - This is a Primary Airport Control Station.
RM0892 DESIGNATION - CABLE GPS
RM0892 PID - RM0892
RM0892 STATE/COUNTY- WI/BAYFIELD
RM0892 USGS QUAD - LAKE TAHKODAH (1973)
RM0892
RM0892 *CURRENT SURVEY CONTROL
RM0892 ___________________________________________________________________
RM0892* NAD 83(1997)- 46 11 53.94719(N) 091 14 50.91016(W) ADJUSTED 
RM0892* NAVD 88 - 409.19 (meters) 1342.5 (feet) GPS OBS 
RM0892 ___________________________________________________________________
RM0892 X - -96,285.831 (meters) COMP
RM0892 Y - -4,421,651.580 (meters) COMP
RM0892 Z - 4,580,807.334 (meters) COMP
RM0892 LAPLACE CORR- -12.14 (seconds) DEFLEC99
RM0892 ELLIP HEIGHT- 380.17 (meters) GPS OBS
RM0892 GEOID HEIGHT- -28.95 (meters) GEOID99
RM0892
RM0892 HORZ ORDER - A
RM0892 ELLP ORDER - THIRD CLASS I
RM0892
RM0892.This mark is at Cable Union Airport (3CU)
RM0892
RM0892.The horizontal coordinates were established by GPS observations
RM0892.and adjusted by the National Geodetic Survey in April 1999.
RM0892
RM0892.The orthometric height was determined by GPS observations.
RM0892
RM0892.GPS derived orthometric heights for airport stations designated as
RM0892.PACS or SACS are published to 2 decimal places. This maintains
RM0892.centimeter relative accuracy between the PACS and SACS. It does
RM0892.not indicate centimeter accuracy relative to other marks which are
RM0892.part of the NAVD 88 network.
RM0892
RM0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
RM0892
RM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
RM0892
RM0892.The ellipsoidal height was determined by GPS observations
RM0892.and is referenced to NAD 83.
RM0892
RM0892.The geoid height was determined by GEOID99.
RM0892
RM0892; North East Units Scale Converg.
RM0892;SPC WI N - 115,418.524 503,721.498 MT 0.99994549 -0 53 59.6
RM0892;UTM 15 - 5,117,575.185 635,215.573 MT 0.99982475 +1 15 54.2
RM0892
RM0892: Primary Azimuth Mark Grid Az
RM0892:SPC WI N - CABLE GPS AZ MK 169 54 34.8
RM0892:UTM 15 - CABLE GPS AZ MK 167 44 41.0
RM0892
RM0892|---------------------------------------------------------------------|
RM0892| PID Reference Object Distance Geod. Az |
RM0892| dddmmss.s |
RM0892| RM0896 CABLE GPS AZ MK APPROX. 1.0 KM 1690035.2 |
RM0892|---------------------------------------------------------------------|
RM0892
RM0892 SUPERSEDED SURVEY CONTROL
RM0892
RM0892 NAD 83(1991)- 46 11 53.94728(N) 091 14 50.90916(W) AD( ) B
RM0892 ELLIP HT - 380.16 (m) GP( ) 4 1
RM0892 NGVD 29 - 409.1 (m) 1342. (f) GPS OBS 
RM0892
RM0892.Superseded values are not recommended for survey control.
RM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RM0892.See file dsdata.txt to determine how the superseded data were derived.
RM0892
RM0892_MARKER: DH = HORIZONTAL CONTROL DISK
RM0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RM0892_STAMPING: CABLE GPS 1989
RM0892_PROJECTION: FLUSH
RM0892_MAGNETIC: N = NO MAGNETIC MATERIAL
RM0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RM0892+STABILITY: SURFACE MOTION
RM0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
RM0892+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1997
RM0892
RM0892 HISTORY - Date Condition Recov. By
RM0892 HISTORY - 1989 MONUMENTED WIHD
RM0892 HISTORY - 19900705 GOOD
RM0892 HISTORY - 19900726 GOOD
RM0892 HISTORY - 19970712 GOOD WOOLPT
RM0892 HISTORY - 19971208 GOOD NGS
RM0892
RM0892 STATION DESCRIPTION
RM0892
RM0892'DESCRIBED BY WI HIGHWAY DEPT 1989
RM0892'THE STATION IS LOCATED ABOUT 3.23 KM (2.00 MI) EAST OF DOWNTOWN CABLE,
RM0892'0.80 KM (0.50 MI) SOUTH OF COUNTY ROAD M, AND 4.03 KM (2.50 MI) EAST
RM0892'OF U.S. HIGHWAY 63, AT THE CABLE UNION AIRPORT. OWNERSHIP--CABLE
RM0892'AIRPORT PROPERTY. AIRPORT MANAGER--LIBBY PAROD, TELEPHONE (715)
RM0892'798-3240, MANAGER SHOULD BE CONTACTED PRIOR TO OCCUPATION.
RM0892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
RM0892'ROAD M IN CABLE, GO EAST FOR 3.8 KM (2.35 MI) ON COUNTY ROAD M TO THE
RM0892'INTERSECTION OF MOUNT TELEMARK CABLE AIRPORT ROAD. TURN RIGHT AND GO
RM0892'SOUTH FOR 1.0 KM (0.60 MI) ON AIRPORT ROAD TO THE AIRPORT ENTRANCE.
RM0892'CONTINUE STRAIGHT AND GO SOUTH FOR 0.08 KM (0.05 MI) ON THE ENTRANCE
RM0892'DRIVE TO AN ASPHALT DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTHWEST
RM0892'FOR 0.16 KM (0.10 MI) ON THE ASPHALT DRIVE TO THE NORTHWEST CORNER OF
RM0892'THE BIT APRON AND THE STATION.
RM0892'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
RM0892'STAMPED---CABLE GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
RM0892'MONUMENT 40 CM IN DIAMETER FLUSH WITH THE GROUND. LOCATED 27.43 M
RM0892'(90.0 FT) EAST FROM THE EAST EDGE OF THE ASPHALT RUNWAY, 21.33 M
RM0892'(70.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE BIT APRON, AND ON
RM0892'THE WEST BERM OF THE NORTH-SOUTH DITCH LINE.
RM0892
RM0892 STATION RECOVERY (1990)
RM0892
RM0892'RECOVERED 1990
RM0892'RECOVERED IN GOOD CONDITION.
RM0892
RM0892 STATION RECOVERY (1990)
RM0892
RM0892'RECOVERED 1990
RM0892'RECOVERED IN GOOD CONDITION.
RM0892
RM0892 STATION RECOVERY (1997)
RM0892
RM0892'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
RM0892'RECOVERED AS DESCRIBED.
RM0892
RM0892 STATION RECOVERY (1997)
RM0892
RM0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
RM0892'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE CABLE
RM0892'UNION (3CU) AIRPORT. THE STATION IS LOCATED ABOUT 52 KM (32.30 MI)
RM0892'SOUTHWEST OF ASHLAND, 25 KM (15.55 MI) NORTHEAST OF HAYWARD, 3 KM
RM0892'(1.85 MI) EAST OF CABLE AT THE CABLE UNION AIRPORT, NEAR THE NORTHEAST
RM0892'SIDE OF THE AIRPORT, ACROSS THE APRON FROM THE OFFICE, AND ON A LOW
RM0892'RISE BETWEEN THE RUNWAY AND THE NORTHWEST CORNER OF THE APRON.
RM0892'OWNERSHIP--CITY OF CABLE. AIRPORT MANAGER IS LIBBY PAROD, HC 73 BOX
RM0892'758, CABLE, WI 54821. PHONE 715-798-3240. CONTACT HER FOR PERMISSION
RM0892'TO OCCUPY THIS STATION. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
RM0892'63 AND COUNTY ROAD M IN CABLE, GO EAST ON COUNTY ROAD M FOR 3.56 KM
RM0892'(2.20 MI) TO A GRAVEL ROAD RIGHT (TELEMARK CABLE AIRPORT ROAD) . TURN
RM0892'RIGHT AND GO SOUTH ON TELEMARK CABLE AIRPORT ROAD FOR 0.90 KM (0.55
RM0892'MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT AT A CURVE TO THE
RM0892'LEFT IN THE GRAVEL ROAD. BEAR RIGHT AND PROCEED SOUTH ON THE PAVED
RM0892'ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT. TURN RIGHT AND GO
RM0892'WEST ON THE ROAD FOR 0.16 KM (0.10 MI) TO THE NORTHWEST CORNER OF THE
RM0892'APRON AND THE STATION. THE STATION IS SET IN THE TOP OF A 40 CM ROUND
RM0892'CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 39.1 M (128.3 FT)
RM0892'EAST-NORTHEAST OF THE RUNWAY CENTER, 27.7 M (90.9 FT) EAST-NORTHEAST
RM0892'OF THE EAST EDGE OF THE RUNWAY, 28.8 M (94.5 FT) NORTHEAST OF THE
RM0892'FIRST RUNWAY LIGHT NORTH OF THE CONNECTOR TAXIWAY, 21.3 M (69.9 FT)
RM0892'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE APRON, AND 0.9 M (3.0
RM0892'FT) SOUTH OF A PLASTIC WITNESS POST.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
RM0896 ***********************************************************************
RM0896 DESIGNATION - CABLE GPS AZ MK
RM0896 PID - RM0896
RM0896 STATE/COUNTY- WI/BAYFIELD
RM0896 USGS QUAD - LAKE TAHKODAH (1973)
RM0896
RM0896 *CURRENT SURVEY CONTROL
RM0896 ___________________________________________________________________
RM0896* NAD 83(1991)- 46 11 20.80642(N) 091 14 41.64323(W) ADJUSTED 
RM0896* NAVD 88 - 414.5 (meters) 1360. (feet) VERTCON 
RM0896 ___________________________________________________________________
RM0896 X - -96,103.302 (meters) COMP
RM0896 Y - -4,422,397.886 (meters) COMP
RM0896 Z - 4,580,102.755 (meters) COMP
RM0896 LAPLACE CORR- -12.41 (seconds) DEFLEC99
RM0896 ELLIP HEIGHT- 385.42 (meters) GPS OBS
RM0896 GEOID HEIGHT- -29.01 (meters) GEOID99
RM0896
RM0896 HORZ ORDER - FIRST
RM0896 ELLP ORDER - FOURTH CLASS I
RM0896
RM0896.This mark is at Cable Union Airport (3CU)
RM0896
RM0896.The horizontal coordinates were established by GPS observations
RM0896.and adjusted by the National Geodetic Survey in August 1991.
RM0896
RM0896.The NAVD 88 height was computed by applying the VERTCON shift value to
RM0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
RM0896
RM0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
RM0896
RM0896.The Laplace correction was computed from DEFLEC99 derived deflections.
RM0896
RM0896.The ellipsoidal height was determined by GPS observations
RM0896.and is referenced to NAD 83.
RM0896
RM0896.The geoid height was determined by GEOID99.
RM0896
RM0896; North East Units Scale Converg.
RM0896;SPC WI N - 114,392.321 503,904.114 MT 0.99994541 -0 53 52.9
RM0896;UTM 15 - 5,116,556.734 635,436.797 MT 0.99982549 +1 16 00.2
RM0896
RM0896: Primary Azimuth Mark Grid Az
RM0896:SPC WI N - CABLE GPS 349 54 34.8
RM0896:UTM 15 - CABLE GPS 347 44 41.7
RM0896
RM0896|---------------------------------------------------------------------|
RM0896| PID Reference Object Distance Geod. Az |
RM0896| dddmmss.s |
RM0896| RM0892 CABLE GPS APPROX. 1.0 KM 3490041.9 |
RM0896|---------------------------------------------------------------------|
RM0896
RM0896 SUPERSEDED SURVEY CONTROL
RM0896
RM0896 NGVD 29 - 414.5 (m) 1360. (f) GPS OBS 
RM0896
RM0896.Superseded values are not recommended for survey control.
RM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RM0896.See file dsdata.txt to determine how the superseded data were derived.
RM0896
RM0896_MARKER: DH = HORIZONTAL CONTROL DISK
RM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RM0896_STAMPING: CABLE GPS 1989
RM0896_MAGNETIC: N = NO MAGNETIC MATERIAL
RM0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RM0896+STABILITY: SURFACE MOTION
RM0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
RM0896+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1990
RM0896
RM0896 HISTORY - Date Condition Recov. By
RM0896 HISTORY - 1989 MONUMENTED WIDT
RM0896 HISTORY - 19900726 GOOD
RM0896
RM0896 STATION DESCRIPTION
RM0896
RM0896'DESCRIBED BY WI DEPT OF TRANSP 1989
RM0896'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) EAST OF CABLE, AT THE
RM0896'CABLE/CABLE UNION AIRPORT AND WEST OF THE SOUTH END OF RUNWAY 34.
RM0896'OWNERSHIP--VILLAGE OF CABLE, CABLE, WISCONSIN 54821, AIRPORT MANAGER
RM0896'IS LIBBY PAROD, PHONE (715)-798-3240.
RM0896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
RM0896'ROAD M IN CABLE, GO EAST ON COUNTY ROAD M FOR 3.8 KM (2.4 MI) TO THE
RM0896'JUNCTION OF AIRPORT ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE
RM0896'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD ON THE RIGHT,
RM0896'TURN RIGHT ON THE PAVED ROAD FOR 0.08 KM (0.05 MI) TO THE APRON,
RM0896'CONTINUE WESTERLY TO THE JUNCTION OF THE RUNWAY, TURN LEFT, SOUTH, ON
RM0896'THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE END OF RUNWAY AND THE STATION
RM0896'ON THE RIGHT.
RM0896'THE STATION IS LOCATED 30.2 M (99.1 FT) SOUTHWEST OF THE SOUTHWEST
RM0896'CORNER OF RUNWAY 34, 26.7 M (87.6 FT) SOUTHWEST OF THE WEST ONE OF
RM0896'SIX RUNWAY END LIGHTS, 25.7 M (84.3 FT) SOUTH-SOUTHEAST OF A METAL
RM0896'POST OF A SIGN (NO TRESPASSING) AND 0.9 M (3.0 FT) NORTHEAST OF A
RM0896'FIBERGLASS WITNESS POST.
RM0896
RM0896 STATION RECOVERY (1990)
RM0896
RM0896'RECOVERED 1990
RM0896'RECOVERED IN GOOD CONDITION.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9926 ***********************************************************************
AF9926 DESIGNATION - 304 BURHO GPS
AF9926 PID - AF9926
AF9926 STATE/COUNTY- WI/BAYFIELD
AF9926 USGS QUAD - GRAND VIEW (1973)
AF9926
AF9926 *CURRENT SURVEY CONTROL
AF9926 ___________________________________________________________________
AF9926* NAD 83(1991)- 46 22 18.20689(N) 091 04 42.11831(W) ADJUSTED 
AF9926* NAVD 88 - 292.8 (meters) 961. (feet) GPS OBS 
AF9926 ___________________________________________________________________
AF9926 X - -82,971.163 (meters) COMP
AF9926 Y - -4,407,905.347 (meters) COMP
AF9926 Z - 4,594,043.745 (meters) COMP
AF9926 LAPLACE CORR- -12.03 (seconds) DEFLEC99
AF9926 ELLIP HEIGHT- 262.84 (meters) GPS OBS
AF9926 GEOID HEIGHT- -29.89 (meters) GEOID99
AF9926
AF9926 HORZ ORDER - FIRST
AF9926 ELLP ORDER - THIRD CLASS II
AF9926
AF9926.The horizontal coordinates were established by GPS observations
AF9926.and adjusted by the National Geodetic Survey in April 1998.
AF9926
AF9926.The orthometric height was determined by GPS observations.
AF9926
AF9926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9926
AF9926.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9926
AF9926.The ellipsoidal height was determined by GPS observations
AF9926.and is referenced to NAD 83.
AF9926
AF9926.The geoid height was determined by GEOID99.
AF9926
AF9926; North East Units Scale Converg.
AF9926;SPC WI N - 134,499.858 517,033.911 MT 0.99995167 -0 46 40.4
AF9926;UTM 15 - 5,137,144.250 647,795.693 MT 0.99986851 +1 23 28.3
AF9926
AF9926 SUPERSEDED SURVEY CONTROL
AF9926
AF9926.No superseded survey control is available for this station.
AF9926
AF9926_MARKER: DB = BENCH MARK DISK
AF9926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9926_STAMPING: 304 BURHO GPS
AF9926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9926+STABILITY: SURFACE MOTION
AF9926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9926+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9926
AF9926 HISTORY - Date Condition Recov. By
AF9926 HISTORY - 1996 MONUMENTED WI-007
AF9926
AF9926 STATION DESCRIPTION
AF9926
AF9926'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9926'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9926'IS LOCATED ABOUT 2.25 KM (1.40 MI) NORTHEAST OF THE UNINCORPORATED
AF9926'VILLAGE OF GRAND VIEW, WISCONSIN ON THE RIGHT-OF-WAY OF US HIGHWAY 63
AF9926'IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 23, T45N,
AF9926'R6W, TOWN OF GRAND VIEW. TO REACH THE STATION FROM THE INTERSECTION
AF9926'OF COUNTY HIGHWAY D AND US HIGHWAY 63 IN GRAND VIEW GO NORTHEAST ON US
AF9926'HIGHWAY 63 ABOUT 2.25 KM (1.40 MI) . THE STATION IS NORTH OF THE
AF9926'INTERSECTION OF NORTH SWEDEN ROAD AND US HIGHWAY 63. THE STATION IS
AF9926'18.29 M (60.01 FT) NORTHEAST OF THE CENTERLINE OF NORTH SWEDEN ROAD
AF9926'AND 22.86 M (75.00 FT) NORTHWEST OF THE CENTERLINE OF US HIGHWAY 63.
AF9926'THE STATION IS LOCATED 11.58 M (37.99 FT) SOUTH 85 DEGREES EAST FROM
AF9926'TELEPHONE PEDESTAL NUMBER A-11. THE STATION IS A 8.3 CM (3.25 IN)
AF9926'ALUMINUM CAP STAMPED---304 BURHO GPS---SET INTO THE TOP OF A ROUND
AF9926'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9926'GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING
AF9926'THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9927 ***********************************************************************
AF9927 DESIGNATION - 301 LITTLE SAND BAY GPS
AF9927 PID - AF9927
AF9927 STATE/COUNTY- WI/BAYFIELD
AF9927 USGS QUAD - SAND ISLAND (1965)
AF9927
AF9927 *CURRENT SURVEY CONTROL
AF9927 ___________________________________________________________________
AF9927* NAD 83(1991)- 46 56 48.96227(N) 090 53 20.47257(W) ADJUSTED 
AF9927* NAVD 88 - 186.0 (meters) 610. (feet) GPS OBS 
AF9927 ___________________________________________________________________
AF9927 X - -67,681.157 (meters) COMP
AF9927 Y - -4,361,580.988 (meters) COMP
AF9927 Z - 4,637,852.581 (meters) COMP
AF9927 LAPLACE CORR- -3.43 (seconds) DEFLEC99
AF9927 ELLIP HEIGHT- 154.85 (meters) GPS OBS
AF9927 GEOID HEIGHT- -31.14 (meters) GEOID99
AF9927
AF9927 HORZ ORDER - FIRST
AF9927 ELLP ORDER - THIRD CLASS II
AF9927
AF9927.The horizontal coordinates were established by GPS observations
AF9927.and adjusted by the National Geodetic Survey in April 1998.
AF9927
AF9927.The orthometric height was determined by GPS observations.
AF9927
AF9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9927
AF9927.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9927
AF9927.The ellipsoidal height was determined by GPS observations
AF9927.and is referenced to NAD 83.
AF9927
AF9927.The geoid height was determined by GEOID99.
AF9927
AF9927; North East Units Scale Converg.
AF9927;SPC WI N - 198,257.296 532,316.612 MT 1.00003796 -0 38 28.7
AF9927;UTM 15 - 5,201,430.048 660,644.866 MT 0.99991719 +1 32 34.3
AF9927
AF9927 SUPERSEDED SURVEY CONTROL
AF9927
AF9927.No superseded survey control is available for this station.
AF9927
AF9927_MARKER: DB = BENCH MARK DISK
AF9927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9927_STAMPING: 301 LITTLE SAND BAY GPS
AF9927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9927+STABILITY: SURFACE MOTION
AF9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9927+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9927
AF9927 HISTORY - Date Condition Recov. By
AF9927 HISTORY - 1996 MONUMENTED WI-007
AF9927
AF9927 STATION DESCRIPTION
AF9927
AF9927'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9927'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9927'IS LOCATED ABOUT 19.71 KM (12.25 MI) NORTHWEST OF THE CITY OF
AF9927'BAYFIELD, WISCONSIN ON TOWN OF RUSSELL PROPERTY IN GOVERNMENT LOT 4,
AF9927'SECTION 28, T52N, R4W, TOWN OF RUSSELL. TO REACH THE STATION FROM THE
AF9927'INTERSECTION OF COUNTY HIGHWAY I AND STATE HIGHWAY 13 IN BAYFIELD GO
AF9927'NORTH AND WEST ON STATE HIGHWAY 13 ABOUT 8.05 KM (5.00 MI) , THEN
AF9927'NORTH AND WEST ON COUNTY HIGHWAY K ABOUT 7.64 KM (4.75 MI) , THEN
AF9927'NORTH ON PARK ROAD ABOUT 4.02 KM (2.50 MI) . THE STATION IS 60.96 M
AF9927'(200.00 FT) NORTHEASTERLY OF THE LITTLE SAND BAY APOSTLE ISLANDS
AF9927'NATIONAL LAKESHORE VISITOR CENTER/RANGER STATION BUILDING AND IS 1 M
AF9927'(3.3 FT) NORTH OF THE BLACKTOP PARKING AREA. THE STATION IS A 8.3 CM
AF9927'(3.25 IN) ALUMINUM CAP STAMPED---301 LITTLE SAND BAY GPS---SET INTO
AF9927'THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER
AF9927'LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) EAST OF A
AF9927'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
AF9927'MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9928 ***********************************************************************
AF9928 DESIGNATION - BARRENS GPS
AF9928 PID - AF9928
AF9928 STATE/COUNTY- WI/BAYFIELD
AF9928 USGS QUAD - INO (1976)
AF9928
AF9928 *CURRENT SURVEY CONTROL
AF9928 ___________________________________________________________________
AF9928* NAD 83(1991)- 46 36 46.60868(N) 091 12 46.98218(W) ADJUSTED 
AF9928* NAVD 88 - 379.1 (meters) 1244. (feet) GPS OBS 
AF9928 ___________________________________________________________________
AF9928 X - -92,922.035 (meters) COMP
AF9928 Y - -4,388,312.334 (meters) COMP
AF9928 Z - 4,612,567.174 (meters) COMP
AF9928 LAPLACE CORR- -11.18 (seconds) DEFLEC99
AF9928 ELLIP HEIGHT- 348.38 (meters) GPS OBS
AF9928 GEOID HEIGHT- -30.63 (meters) GEOID99
AF9928
AF9928 HORZ ORDER - FIRST
AF9928 ELLP ORDER - THIRD CLASS II
AF9928
AF9928.The horizontal coordinates were established by GPS observations
AF9928.and adjusted by the National Geodetic Survey in April 1998.
AF9928
AF9928.The orthometric height was determined by GPS observations.
AF9928
AF9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9928
AF9928.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9928
AF9928.The ellipsoidal height was determined by GPS observations
AF9928.and is referenced to NAD 83.
AF9928
AF9928.The geoid height was determined by GEOID99.
AF9928
AF9928; North East Units Scale Converg.
AF9928;SPC WI N - 161,459.730 507,081.977 MT 0.99997551 -0 52 30.2
AF9928;UTM 15 - 5,163,704.662 636,830.589 MT 0.99983013 +1 17 55.8
AF9928
AF9928 SUPERSEDED SURVEY CONTROL
AF9928
AF9928.No superseded survey control is available for this station.
AF9928
AF9928_MARKER: DD = SURVEY DISK
AF9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9928_STAMPING: BARRENS GPS 1992
AF9928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9928+STABILITY: SURFACE MOTION
AF9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9928+SATELLITE: SATELLITE OBSERVATIONS - 1992
AF9928
AF9928 HISTORY - Date Condition Recov. By
AF9928 HISTORY - 1992 MONUMENTED USFS
AF9928
AF9928 STATION DESCRIPTION
AF9928
AF9928'DESCRIBED BY US FOREST SERVICE 1992 (RE)
AF9928'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY THE STATION IS
AF9928'LOCATED ABOUT 10.5 KM (6.50 MI) NORTH OF THE UNINCORPORATED VILLAGE OF
AF9928'INO, WISCONSIN ON US FOREST SERVICE PROPERTY IN THE SOUTHEAST QUARTER
AF9928'OF THE NORTHWEST QUARTER, SECTION 26, T48N, R7W, TOWN OF BARKSDALE.
AF9928'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 2 AND FOREST
AF9928'ROAD 236 (AKA BRINKS ROAD) IN INO, GO NORTH ON FOREST ROAD 236 ABOUT
AF9928'10.50 KM (6.50 MI) . THE STATION IS LOCATED ABOUT 1.13 KM (0.70 MI)
AF9928'NORTH OF THE INTERSECTION OF FOREST ROAD 236 AND FOREST ROAD 242
AF9928'(FORMERLY FOREST ROAD 241) AND ABOUT 134.11 M (439.99 FT)
AF9928'SOUTHWESTERLY OF THE CENTERLINE OF FOREST ROAD 236. THE STATION IS
AF9928'ABOUT 129.54 M (425.00 FT) SOUTH 18 DEGREES WEST OF A BROWN WOODEN
AF9928'POST WHICH BEARS THE SIGN (SHARP-TAIL GROUSE HUNTING PROHIBITED) .
AF9928'THE STATION IS A 7.62 CM (3 IN) BRASS CAP STAMPED---BARRENS GPS
AF9928'1992---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.38 CM (12 IN)
AF9928'IN DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS LOCATED ON TOP
AF9928'OF A SMALL HILL AT 0.61 M (2.00 FT) EAST OF A STEEL FENCE POST BEARING
AF9928'THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9930 ***********************************************************************
AF9930 DESIGNATION - 302 HERBSTER GPS
AF9930 PID - AF9930
AF9930 STATE/COUNTY- WI/BAYFIELD
AF9930 USGS QUAD - HERBSTER (1984)
AF9930
AF9930 *CURRENT SURVEY CONTROL
AF9930 ___________________________________________________________________
AF9930* NAD 83(1991)- 46 49 47.66363(N) 091 15 45.70769(W) ADJUSTED 
AF9930* NAVD 88 - 193.8 (meters) 636. (feet) GPS OBS 
AF9930 ___________________________________________________________________
AF9930 X - -96,334.658 (meters) COMP
AF9930 Y - -4,370,547.749 (meters) COMP
AF9930 Z - 4,628,967.122 (meters) COMP
AF9930 LAPLACE CORR- -8.54 (seconds) DEFLEC99
AF9930 ELLIP HEIGHT- 162.96 (meters) GPS OBS
AF9930 GEOID HEIGHT- -30.77 (meters) GEOID99
AF9930
AF9930 HORZ ORDER - FIRST
AF9930 ELLP ORDER - THIRD CLASS II
AF9930
AF9930.The horizontal coordinates were established by GPS observations
AF9930.and adjusted by the National Geodetic Survey in April 1998.
AF9930
AF9930.The orthometric height was determined by GPS observations.
AF9930
AF9930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9930
AF9930.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9930
AF9930.The ellipsoidal height was determined by GPS observations
AF9930.and is referenced to NAD 83.
AF9930
AF9930.The geoid height was determined by GEOID99.
AF9930
AF9930; North East Units Scale Converg.
AF9930;SPC WI N - 185,634.186 503,662.886 MT 1.00001218 -0 54 39.1
AF9930;UTM 15 - 5,187,727.786 632,496.802 MT 0.99981577 +1 16 02.1
AF9930
AF9930 SUPERSEDED SURVEY CONTROL
AF9930
AF9930.No superseded survey control is available for this station.
AF9930
AF9930_MARKER: DB = BENCH MARK DISK
AF9930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9930_STAMPING: 302 HERBSTER GPS
AF9930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9930+STABILITY: SURFACE MOTION
AF9930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9930+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9930
AF9930 HISTORY - Date Condition Recov. By
AF9930 HISTORY - 1996 MONUMENTED WI-007
AF9930
AF9930 STATION DESCRIPTION
AF9930
AF9930'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9930'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9930'IS LOCATED IN THE UNINCORPORATED VILLAGE OF HERBSTER, WISCONSIN ON
AF9930'PROPERTY OWNED BY THE TOWN OF CLOVER IN THE NORTHEAST QUARTER OF THE
AF9930'NORTHEAST QUARTER, SECTION 8, T50N, R7W, TOWN OF CLOVER. TO REACH THE
AF9930'STATION FROM THE INTERSECTION OF LENEWEE ROAD AND STATE HIGHWAY 13 IN
AF9930'HERBSTER GO SOUTH ON LENEWEE ROAD ABOUT 300.23 M (985.00 FT) . THE
AF9930'STATION IS 300.23 M (985.00 FT) SOUTH OF THE CENTERLINE OF STATE
AF9930'HIGHWAY 13 AND 40.23 M (131.99 FT) EAST OF THE CENTERLINE OF LENEWEE
AF9930'ROAD. STATION IS 5.49 M (18.01 FT) SOUTH OF LOT LINE SEPARATING OLD
AF9930'HERBSTER SCHOOL AND FORMER ATHLETIC FIELD. THE STATION IS AN 8.3 CM
AF9930'(3.25 IN) ALUMINUM CAP STAMPED---302 HERBSTER GPS---SET INTO THE TOP
AF9930'OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED
AF9930'FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) WEST OF A STEEL FENCE
AF9930'POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9944 ***********************************************************************
AF9944 DESIGNATION - 303 BARNES GPS
AF9944 PID - AF9944
AF9944 STATE/COUNTY- WI/BAYFIELD
AF9944 USGS QUAD - DRUMMOND NW (1973)
AF9944
AF9944 *CURRENT SURVEY CONTROL
AF9944 ___________________________________________________________________
AF9944* NAD 83(1991)- 46 23 16.76850(N) 091 28 05.89233(W) ADJUSTED 
AF9944* NAVD 88 - 376.8 (meters) 1236. (feet) GPS OBS 
AF9944 ___________________________________________________________________
AF9944 X - -112,935.810 (meters) COMP
AF9944 Y - -4,405,988.973 (meters) COMP
AF9944 Z - 4,595,353.236 (meters) COMP
AF9944 LAPLACE CORR- -10.31 (seconds) DEFLEC99
AF9944 ELLIP HEIGHT- 348.45 (meters) GPS OBS
AF9944 GEOID HEIGHT- -28.30 (meters) GEOID99
AF9944
AF9944 HORZ ORDER - FIRST
AF9944 ELLP ORDER - THIRD CLASS II
AF9944
AF9944.The horizontal coordinates were established by GPS observations
AF9944.and adjusted by the National Geodetic Survey in April 1998.
AF9944
AF9944.The orthometric height was determined by GPS observations.
AF9944
AF9944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9944
AF9944.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9944
AF9944.The ellipsoidal height was determined by GPS observations
AF9944.and is referenced to NAD 83.
AF9944
AF9944.The geoid height was determined by GEOID99.
AF9944
AF9944; North East Units Scale Converg.
AF9944;SPC WI N - 136,788.647 487,069.760 MT 0.99995272 -1 03 33.1
AF9944;UTM 15 - 5,138,297.338 617,770.432 MT 0.99977049 +1 06 32.8
AF9944
AF9944 SUPERSEDED SURVEY CONTROL
AF9944
AF9944.No superseded survey control is available for this station.
AF9944
AF9944_MARKER: DB = BENCH MARK DISK
AF9944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9944_STAMPING: 303 BARNES GPS
AF9944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9944+STABILITY: SURFACE MOTION
AF9944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9944+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9944
AF9944 HISTORY - Date Condition Recov. By
AF9944 HISTORY - 1996 MONUMENTED WI-007
AF9944
AF9944 STATION DESCRIPTION
AF9944
AF9944'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9944'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9944'IS LOCATED ABOUT 22.53 KM (14.00 MI) SOUTH OF THE UNINCORPORATED
AF9944'VILLAGE OF IRON RIVER, WISCONSIN AND ABOUT 22.53 KM (14.00 MI)
AF9944'NORTHWESTERLY FROM THE UNINCORPORATED VILLAGE OF DRUMMOND, WISCONSIN
AF9944'ON BAYFIELD COUNTY FORESTRY PROPERTY IN THE SOUTHEAST QUARTER OF THE
AF9944'SOUTHEAST QUARTER, SECTION 19, T45N, R9W, TOWN OF BARNES. TO REACH
AF9944'THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY A AND US HIGHWAY 2
AF9944'IN IRON RIVER GO SOUTH ON COUNTY HIGHWAY A ABOUT 19.71 KM (12.25 MI) ,
AF9944'THEN ON BARNES ROAD GO SOUTH 0.40 KM (0.25 MI) ,WEST 1.61 KM (1.00 MI)
AF9944', AND SOUTH 0.80 KM (0.50 MI) . TO REACH THE STATION FROM THE
AF9944'INTERSECTION OF COUNTY HIGHWAY N AND US HIGHWAY 63 IN DRUMMOND GO WEST
AF9944'ON COUNTY HIGHWAY N ABOUT 12.87 KM (8.00 MI) , THEN ON COUNTY HIGHWAY
AF9944'A GO NORTH ABOUT 6.84 KM (4.25 MI) , THEN ON BARNES ROAD GO SOUTH 0.40
AF9944'KM (0.25 MI) , WEST 1.61 KM (1.00 MI) , AND SOUTH 0.80 KM (0.50 MI) .
AF9944'THE STATION IS ABOUT 30.48 M (100.00 FT) SOUTHEAST OF THE INTERSECTION
AF9944'OF THE CENTERLINES OF BARNES ROAD AND KAUFMAN ROAD. STATION IS 1 M
AF9944'(3.3 FT) NORTH OF A 5.08 CM (2 IN) IRON PIPE WITNESSING THE CORNER
AF9944'COMMON TO SECTIONS 10, 11, 15, AND 14, T45N, R9W. THE STATION IS
AF9944'17.68 M (58.01 FT) SOUTH 30 DEGREES EAST FROM THE STOP SIGN AT THE
AF9944'BARNES/KAUFMAN ROADS INTERSECTION. THE STATION IS A 8.3 CM (3.25 IN)
AF9944'ALUMINUM CAP STAMPED---303 BARNES GPS---SET INTO THE TOP OF A ROUND
AF9944'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9944'GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING
AF9944'THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9947 ***********************************************************************
AF9947 DESIGNATION - 316 SQUAW BAY GPS
AF9947 PID - AF9947
AF9947 STATE/COUNTY- WI/BAYFIELD
AF9947 USGS QUAD - SQUAW BAY (1965)
AF9947
AF9947 *CURRENT SURVEY CONTROL
AF9947 ___________________________________________________________________
AF9947* NAD 83(1991)- 46 53 00.48681(N) 091 01 25.05027(W) ADJUSTED 
AF9947* NAVD 88 - 233.2 (meters) 765. (feet) GPS OBS 
AF9947 ___________________________________________________________________
AF9947 X - -78,020.251 (meters) COMP
AF9947 Y - -4,366,594.349 (meters) COMP
AF9947 Z - 4,633,067.495 (meters) COMP
AF9947 LAPLACE CORR- -3.10 (seconds) DEFLEC99
AF9947 ELLIP HEIGHT- 202.01 (meters) GPS OBS
AF9947 GEOID HEIGHT- -31.19 (meters) GEOID99
AF9947
AF9947 HORZ ORDER - FIRST
AF9947 ELLP ORDER - THIRD CLASS II
AF9947
AF9947.The horizontal coordinates were established by GPS observations
AF9947.and adjusted by the National Geodetic Survey in April 1998.
AF9947
AF9947.The orthometric height was determined by GPS observations.
AF9947
AF9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9947
AF9947.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9947
AF9947.The ellipsoidal height was determined by GPS observations
AF9947.and is referenced to NAD 83.
AF9947
AF9947.The geoid height was determined by GEOID99.
AF9947
AF9947; North East Units Scale Converg.
AF9947;SPC WI N - 191,325.656 521,978.395 MT 1.00002346 -0 44 18.3
AF9947;UTM 15 - 5,194,110.657 650,579.494 MT 0.99987869 +1 26 34.6
AF9947
AF9947 SUPERSEDED SURVEY CONTROL
AF9947
AF9947.No superseded survey control is available for this station.
AF9947
AF9947_MARKER: DB = BENCH MARK DISK
AF9947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9947_STAMPING: 316 SQUAW BAY GPS
AF9947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9947+STABILITY: SURFACE MOTION
AF9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9947+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9947
AF9947 HISTORY - Date Condition Recov. By
AF9947 HISTORY - 1996 MONUMENTED WI-007
AF9947
AF9947 STATION DESCRIPTION
AF9947
AF9947'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9947'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9947'IS LOCATED ABOUT 8.5 KM (5.30 MI) EAST OF THE UNINCORPORATED VILLAGE
AF9947'OF CORNUCOPIA, WISCONSIN, NORTH OF STATE HIGHWAY 13, ON STATE HIGHWAY
AF9947'RIGHT-OF-WAY PROPERTY IN THE SOUTHEAST QUARTER OF THE NORTHWEST
AF9947'QUARTER, SECTION 20, T51N, R5W, TOWN OF BAYFIELD. TO REACH THE
AF9947'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY C AND STATE HIGHWAY 13
AF9947'IN CORNUCOPIA, GO EAST ON STATE HIGHWAY 13 ABOUT 8.5 KM (5.30 MI) .
AF9947'STATION IS 365.76 M (1200.00 FT) WEST OF INTERSECTION OF STATE HIGHWAY
AF9947'13 AND HAPPY HOLLOW ROAD, AND 15.24 M (50.00 FT) NORTH OF THE
AF9947'CENTERLINE OF STATE HIGHWAY 13. THE STATION IS A 8.3 CM (3.25 IN)
AF9947'ALUMINUM CAP STAMPED---316 SQUAW BAY GPS---SET INTO THE TOP OF A ROUND
AF9947'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9947'GROUND. STATION IS 1 M (3.3 FT) SOUTHWEST OF EXISTING HIGHWAY
AF9947'RIGHT-OF-WAY MARKER AND 1 M (3.3 FT) NORTHEAST OF STEEL FENCE POST
AF9947'BEARING SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9948 ***********************************************************************
AF9948 DESIGNATION - 317 BAYFIELD GPS
AF9948 PID - AF9948
AF9948 STATE/COUNTY- WI/BAYFIELD
AF9948 USGS QUAD - BAYFIELD (1976)
AF9948
AF9948 *CURRENT SURVEY CONTROL
AF9948 ___________________________________________________________________
AF9948* NAD 83(1991)- 46 49 27.40267(N) 090 48 22.15422(W) ADJUSTED 
AF9948* NAVD 88 - 232.5 (meters) 763. (feet) GPS OBS 
AF9948 ___________________________________________________________________
AF9948 X - -61,513.476 (meters) COMP
AF9948 Y - -4,371,658.732 (meters) COMP
AF9948 Z - 4,628,566.616 (meters) COMP
AF9948 LAPLACE CORR- -3.96 (seconds) DEFLEC99
AF9948 ELLIP HEIGHT- 200.78 (meters) GPS OBS
AF9948 GEOID HEIGHT- -31.71 (meters) GEOID99
AF9948
AF9948 HORZ ORDER - FIRST
AF9948 ELLP ORDER - THIRD CLASS II
AF9948
AF9948.The horizontal coordinates were established by GPS observations
AF9948.and adjusted by the National Geodetic Survey in April 1998.
AF9948
AF9948.The orthometric height was determined by GPS observations.
AF9948
AF9948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9948
AF9948.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9948
AF9948.The ellipsoidal height was determined by GPS observations
AF9948.and is referenced to NAD 83.
AF9948
AF9948.The geoid height was determined by GEOID99.
AF9948
AF9948; North East Units Scale Converg.
AF9948;SPC WI N - 184,554.911 538,486.804 MT 1.00001105 -0 34 53.5
AF9948;UTM 15 - 5,187,973.897 667,331.898 MT 0.99994416 +1 36 00.9
AF9948
AF9948 SUPERSEDED SURVEY CONTROL
AF9948
AF9948.No superseded survey control is available for this station.
AF9948
AF9948_MARKER: DB = BENCH MARK DISK
AF9948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9948_STAMPING: 317 BAYFIELD GPS
AF9948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9948+STABILITY: SURFACE MOTION
AF9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9948+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9948
AF9948 HISTORY - Date Condition Recov. By
AF9948 HISTORY - 1996 MONUMENTED WI-007
AF9948
AF9948 STATION DESCRIPTION
AF9948
AF9948'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9948'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9948'IS LOCATED 1.61 KM (1.00 MI) NORTH OF THE CITY OF BAYFIELD, WISCONSIN
AF9948'ON THE RIGHT-OF-WAY OF STATE HIGHWAY 13 IN THE NORTHWEST QUARTER OF
AF9948'THE SOUTHEAST QUARTER, SECTION 12, T50N, R4W, TOWN OF BAYFIELD. TO
AF9948'REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY I AND STATE
AF9948'HIGHWAY 13 IN BAYFIELD GO NORTH ON STATE HIGHWAY 13 1.61 KM (1.00 MI)
AF9948'. THE STATION IS 22.86 M (75.00 FT) EAST OF THE CENTERLINE OF STATE
AF9948'HIGHWAY 13 ALIGNED WITH THE CENTERLINE OF COUNTY HIGHWAY J. THE
AF9948'STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---317 BAYFIELD
AF9948'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.38 CM (12 IN)
AF9948'IN DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT)
AF9948'SOUTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
AF9948'SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9951 ***********************************************************************
AF9951 DESIGNATION - 319 LUPA GPS
AF9951 PID - AF9951
AF9951 STATE/COUNTY- WI/BAYFIELD
AF9951 USGS QUAD - MOQUAH (1978)
AF9951
AF9951 *CURRENT SURVEY CONTROL
AF9951 ___________________________________________________________________
AF9951* NAD 83(1991)- 46 34 26.48398(N) 091 03 51.96562(W) ADJUSTED 
AF9951* NAVD 88 - 267.8 (meters) 879. (feet) GPS OBS 
AF9951 ___________________________________________________________________
AF9951 X - -81,596.156 (meters) COMP
AF9951 Y - -4,391,604.914 (meters) COMP
AF9951 Z - 4,609,512.621 (meters) COMP
AF9951 LAPLACE CORR- -10.19 (seconds) DEFLEC99
AF9951 ELLIP HEIGHT- 236.70 (meters) GPS OBS
AF9951 GEOID HEIGHT- -31.04 (meters) GEOID99
AF9951
AF9951 HORZ ORDER - FIRST
AF9951 ELLP ORDER - THIRD CLASS II
AF9951
AF9951.The horizontal coordinates were established by GPS observations
AF9951.and adjusted by the National Geodetic Survey in April 1998.
AF9951
AF9951.The orthometric height was determined by GPS observations.
AF9951
AF9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9951
AF9951.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9951
AF9951.The ellipsoidal height was determined by GPS observations
AF9951.and is referenced to NAD 83.
AF9951
AF9951.The geoid height was determined by GEOID99.
AF9951
AF9951; North East Units Scale Converg.
AF9951;SPC WI N - 156,970.172 518,407.025 MT 0.99997046 -0 46 04.3
AF9951;UTM 15 - 5,159,648.417 648,316.373 MT 0.99987039 +1 24 21.5
AF9951
AF9951 SUPERSEDED SURVEY CONTROL
AF9951
AF9951.No superseded survey control is available for this station.
AF9951
AF9951_MARKER: DB = BENCH MARK DISK
AF9951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9951_STAMPING: 319 LUPA GPS
AF9951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9951+STABILITY: SURFACE MOTION
AF9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9951+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9951
AF9951 HISTORY - Date Condition Recov. By
AF9951 HISTORY - 1996 MONUMENTED WI-007
AF9951
AF9951 STATION DESCRIPTION
AF9951
AF9951'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9951'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9951'IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST OF WHERE COUNTY HIGHWAY G AND
AF9951'US HIGHWAY 2 INTERSECT IN THE TOWN OF EILEEN, BAYFIELD COUNTY,
AF9951'WISCONSIN AND ABOUT 1.61 KM (1.00 MI) EAST OF THE UNINCORPORATED
AF9951'VILLAGE OF MOQUAH, WISCONSIN ON COUNTY ROAD RIGHT-OF-WAY IN THE
AF9951'SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 1, T47N, R6W, TOWN
AF9951'OF PILSEN. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
AF9951'HIGHWAY G AND US HIGHWAY 2 IN THE TOWN OF EILEEN GO WEST ON COUNTY
AF9951'HIGHWAY G ABOUT 8.05 KM (5.00 MI) . TO REACH THE STATION FROM THE
AF9951'UNINCORPORATED VILLAGE OF MOQUAH GO EAST ON COUNTY HIGHWAY G ABOUT
AF9951'1.61 KM (1.00 MI) . THE STATION IS 10.06 M (33.01 FT) SOUTH OF THE
AF9951'CENTERLINE OF COUNTY HIGHWAY G ALIGNED WITH THE CENTERLINE OF LUPA
AF9951'ROAD. THE STATION IS 1 M (3.3 FT) WEST OF A 8.89 CM (3.5 IN) ALUMINUM
AF9951'BAYFIELD COUNTY MONUMENT WHICH IS A WITNESS TO THE 1/4 CORNER COMMON
AF9951'TO SECTIONS 1 AND 12, T47N, R6W. THE STATION IS A 8.3 CM (3.25 IN)
AF9951'ALUMINUM CAP STAMPED---319 LUPA GPS---SET INTO THE TOP OF A ROUND
AF9951'CONCRETE MONUMENT 30.38 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9951'GROUND. STATION IS 1 M (3.3 FT) EAST OF A STEEL FENCE POST BEARING
AF9951'THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9954 ***********************************************************************
AF9954 DESIGNATION - 318 SPRING CREEK GPS
AF9954 PID - AF9954
AF9954 STATE/COUNTY- WI/BAYFIELD
AF9954 USGS QUAD - MASON (1973)
AF9954
AF9954 *CURRENT SURVEY CONTROL
AF9954 ___________________________________________________________________
AF9954* NAD 83(1991)- 46 28 02.98802(N) 091 03 02.83758(W) ADJUSTED 
AF9954* NAVD 88 - 272.4 (meters) 894. (feet) GPS OBS 
AF9954 ___________________________________________________________________
AF9954 X - -80,707.810 (meters) COMP
AF9954 Y - -4,400,219.167 (meters) COMP
AF9954 Z - 4,601,367.833 (meters) COMP
AF9954 LAPLACE CORR- -10.38 (seconds) DEFLEC99
AF9954 ELLIP HEIGHT- 241.75 (meters) GPS OBS
AF9954 GEOID HEIGHT- -30.56 (meters) GEOID99
AF9954
AF9954 HORZ ORDER - FIRST
AF9954 ELLP ORDER - THIRD CLASS II
AF9954
AF9954.The horizontal coordinates were established by GPS observations
AF9954.and adjusted by the National Geodetic Survey in April 1998.
AF9954
AF9954.The orthometric height was determined by GPS observations.
AF9954
AF9954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9954
AF9954.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9954
AF9954.The ellipsoidal height was determined by GPS observations
AF9954.and is referenced to NAD 83.
AF9954
AF9954.The geoid height was determined by GEOID99.
AF9954
AF9954; North East Units Scale Converg.
AF9954;SPC WI N - 145,116.038 519,296.382 MT 0.99995901 -0 45 28.8
AF9954;UTM 15 - 5,147,837.603 649,654.363 MT 0.99987530 +1 24 48.3
AF9954
AF9954 SUPERSEDED SURVEY CONTROL
AF9954
AF9954.No superseded survey control is available for this station.
AF9954
AF9954_MARKER: DB = BENCH MARK DISK
AF9954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9954_STAMPING: 318 SPRING CREEK GPS
AF9954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9954+STABILITY: SURFACE MOTION
AF9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9954+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9954
AF9954 HISTORY - Date Condition Recov. By
AF9954 HISTORY - 1996 MONUMENTED WI-007
AF9954
AF9954 STATION DESCRIPTION
AF9954
AF9954'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9954'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9954'IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH OF THE VILLAGE OF MASON,
AF9954'WISCONSIN AND ABOUT 8.05 KM (5.00 MI) SOUTH OF THE INTERSECTION OF US
AF9954'HIGHWAYS 2 AND 63 IN THE TOWN OF KEYSTONE, WISCONSIN ON THE
AF9954'RIGHT-OF-WAY OF US HIGHWAY 63 IN THE NORTHEAST QUARTER OF THE
AF9954'NORTHEAST QUARTER, SECTION 13, T46N, R6W, TOWN OF MASON. TO REACH THE
AF9954'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY E AND US HIGHWAY 63 IN
AF9954'MASON GO NORTH ON US HIGHWAY 63 ABOUT 3.22 KM (2.00 MI) . TO REACH
AF9954'THE STATION FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 2 IN
AF9954'THE TOWN OF KEYSTONE GO SOUTH ON US HIGHWAY 63 ABOUT 8.05 KM (5.00 MI)
AF9954'. STATION IS 15.24 M (50.00 FT) WEST OF THE CENTERLINE OF US HIGHWAY
AF9954'63 ALIGNED WITH THE CENTERLINE OF ADOLPH JOHNSON ROAD. THE STATION IS
AF9954'A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---318 SPRING CREEK GPS---SET
AF9954'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.38 CM (12 IN) IN DIAMETER
AF9954'LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A
AF9954'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
AF9954'MONUMENT) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9955 ***********************************************************************
AF9955 DESIGNATION - 307 TAYLOR LAKE GPS
AF9955 PID - AF9955
AF9955 STATE/COUNTY- WI/BAYFIELD
AF9955 USGS QUAD - GRAND VIEW (1973)
AF9955
AF9955 *CURRENT SURVEY CONTROL
AF9955 ___________________________________________________________________
AF9955* NAD 83(1991)- 46 15 31.22715(N) 091 02 30.71359(W) ADJUSTED 
AF9955* NAVD 88 - 442.3 (meters) 1451. (feet) GPS OBS 
AF9955 ___________________________________________________________________
AF9955 X - -80,330.136 (meters) COMP
AF9955 Y - -4,417,147.084 (meters) COMP
AF9955 Z - 4,585,472.147 (meters) COMP
AF9955 LAPLACE CORR- -9.46 (seconds) DEFLEC99
AF9955 ELLIP HEIGHT- 412.62 (meters) GPS OBS
AF9955 GEOID HEIGHT- -29.66 (meters) GEOID99
AF9955
AF9955 HORZ ORDER - FIRST
AF9955 ELLP ORDER - THIRD CLASS II
AF9955
AF9955.The horizontal coordinates were established by GPS observations
AF9955.and adjusted by the National Geodetic Survey in April 1998.
AF9955
AF9955.The orthometric height was determined by GPS observations.
AF9955
AF9955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9955
AF9955.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9955
AF9955.The ellipsoidal height was determined by GPS observations
AF9955.and is referenced to NAD 83.
AF9955
AF9955.The geoid height was determined by GEOID99.
AF9955
AF9955; North East Units Scale Converg.
AF9955;SPC WI N - 121,897.755 519,677.218 MT 0.99994660 -0 45 05.7
AF9955;UTM 15 - 5,124,652.085 650,913.570 MT 0.99987997 +1 24 53.8
AF9955
AF9955 SUPERSEDED SURVEY CONTROL
AF9955
AF9955.No superseded survey control is available for this station.
AF9955
AF9955_MARKER: DB = BENCH MARK DISK
AF9955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9955_STAMPING: 307 TAYLOR LAKE GPS
AF9955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9955+STABILITY: SURFACE MOTION
AF9955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9955+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9955
AF9955 HISTORY - Date Condition Recov. By
AF9955 HISTORY - 1996 MONUMENTED WI-007
AF9955
AF9955 STATION DESCRIPTION
AF9955
AF9955'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9955'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9955'IS LOCATED ABOUT 30.57 KM (19.00 MI) NORTHEAST OF THE UNINCORPORATED
AF9955'VILLAGE OF CABLE, WISCONSIN ON PROPERTY OWNED BY THE US FOREST SERVICE
AF9955'IN GOVERNMENT LOT 6, SECTION 30, T44N, R5W, TOWN OF GRAND VIEW. TO
AF9955'REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY M AND US
AF9955'HIGHWAY 63 IN CABLE GO EAST ON COUNTY HIGHWAY M ABOUT 17.70 KM (11.00
AF9955'MI) ,THEN NORTH ON COUNTY HIGHWAY D ABOUT 9.65 KM (6.00 MI) , THEN
AF9955'EAST ON PIONEER ROAD (AKA FOREST ROAD 191) ABOUT 3.22 KM (2.00 MI) ,
AF9955'THEN NORTH ON OLD GRADE ROAD (AKA FOREST ROAD 201) ABOUT 0.27 KM (0.15
AF9955'MI) . THE STATION IS 266.70 M (875.00 FT) NORTH OF THE INTERSECTION
AF9955'OF PIONEER ROAD AND OLD GRADE ROAD AND 30.48 M (100.00 FT) EAST OF THE
AF9955'CENTERLINE OF OLD GRADE ROAD. THE STATION IS 34.12 M (111.94 FT)
AF9955'SOUTH 55 DEGREES EAST FROM TELEPHONE PEDESTAL NUMBER 7A-14 AND IS
AF9955'36.57 M (119.98 FT) SOUTH 10 DEGREES EAST FROM A POWER POLE. THE
AF9955'STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---307 TAYLOR LAKE
AF9955'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.48 (12 IN) IN
AF9955'DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH
AF9955'OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
AF9955'MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9956 ***********************************************************************
AF9956 DESIGNATION - 314 BRINKS GPS
AF9956 PID - AF9956
AF9956 STATE/COUNTY- WI/BAYFIELD
AF9956 USGS QUAD - MOQUAH NW (1976)
AF9956
AF9956 *CURRENT SURVEY CONTROL
AF9956 ___________________________________________________________________
AF9956* NAD 83(1991)- 46 42 14.70740(N) 091 10 01.94020(W) ADJUSTED 
AF9956* NAVD 88 - 368.0 (meters) 1207. (feet) GPS OBS 
AF9956 ___________________________________________________________________
AF9956 X - -89,260.454 (meters) COMP
AF9956 Y - -4,381,010.284 (meters) COMP
AF9956 Z - 4,619,512.824 (meters) COMP
AF9956 LAPLACE CORR- -9.13 (seconds) DEFLEC99
AF9956 ELLIP HEIGHT- 336.94 (meters) GPS OBS
AF9956 GEOID HEIGHT- -31.03 (meters) GEOID99
AF9956
AF9956 HORZ ORDER - FIRST
AF9956 ELLP ORDER - THIRD CLASS II
AF9956
AF9956.The horizontal coordinates were established by GPS observations
AF9956.and adjusted by the National Geodetic Survey in April 1998.
AF9956
AF9956.The orthometric height was determined by GPS observations.
AF9956
AF9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9956
AF9956.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9956
AF9956.The ellipsoidal height was determined by GPS observations
AF9956.and is referenced to NAD 83.
AF9956
AF9956.The geoid height was determined by GEOID99.
AF9956
AF9956; North East Units Scale Converg.
AF9956;SPC WI N - 171,537.176 510,742.260 MT 0.99998916 -0 50 31.2
AF9956;UTM 15 - 5,173,912.268 640,105.296 MT 0.99984128 +1 20 03.0
AF9956
AF9956 SUPERSEDED SURVEY CONTROL
AF9956
AF9956.No superseded survey control is available for this station.
AF9956
AF9956_MARKER: DB = BENCH MARK DISK
AF9956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9956_STAMPING: 314 BRINKS GPS
AF9956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9956+STABILITY: SURFACE MOTION
AF9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9956+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9956
AF9956 HISTORY - Date Condition Recov. By
AF9956 HISTORY - 1996 MONUMENTED WI-007
AF9956
AF9956 STATION DESCRIPTION
AF9956
AF9956'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9956'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9956'IS LOCATED ABOUT 24.54 KM (15.25 MI) NORTHWESTERLY OF THE CITY OF
AF9956'WASHBURN, WISCONSIN ON PROPERTY OWNED BY THE US FOREST SERVICE NEAR
AF9956'THE INTERSECTION OF LONG LAKE ROAD (AKA FOREST ROAD 251) AND BRINKS
AF9956'ROAD (AKA FOREST ROAD 236) IN THE SOUTHWEST QUARTER OF THE SOUTHEAST
AF9956'QUARTER, SECTION 19, T49N, R6W, TOWN OF WASHBURN. TO REACH THE
AF9956'STATION FRON THE INTERSECTION OF COUNTY HIGHWAY C AND STATE HIGHWAY 13
AF9956'IN WASHBURN GO WEST ON COUNTY HIGHWAY C ABOUT 16.49 KM (10.25 MI) ,
AF9956'THEN WEST ON BRINKS ROAD (FOREST ROAD 236) ABOUT 8.05 KM (5.00 MI)
AF9956'--OR-- FROM THE INTERSECTION OF COUNTY HIGHWAY C AND STATE HIGHWAY 13
AF9956'IN WASHBURN GO SOUTH ON STATE HIGHWAY 13 ABOUT 2.01 KM (1.25 MI) ,
AF9956'THEN WEST ON LONG LAKE ROAD (FOREST ROAD 251) ABOUT 22.53 KM (14.00
AF9956'MI) . THE STATION IS 60.96 M (200.00 FT) SOUTH OF THE INTERSECTION OF
AF9956'BRINKS ROAD AND LONG LAKE ROAD AND 10.06 M (33.01 FT) WEST OF THE
AF9956'CENTERLINE OF LONG LAKE ROAD. THE STATION IS 60.35 M (198.00 FT)
AF9956'SOUTH 10 DEGREES WEST OF THE STOP SIGN AT THE BRINKS ROAD/FOREST ROAD
AF9956'251 INTERSECTION. THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
AF9956'STAMPED---314 BRINKS GPS---SET INTO THE TOP OF A ROUND CONCRETE
AF9956'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
AF9956'STATION IS 1 M (3.3 FT) EAST OF A STEEL FENCE POST BEARING THE SIGN
AF9956'(PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9957 ***********************************************************************
AF9957 DESIGNATION - 315 NORTH BOUNDARY GPS
AF9957 PID - AF9957
AF9957 STATE/COUNTY- WI/BAYFIELD
AF9957 USGS QUAD - CORNUCOPIA (1965)
AF9957
AF9957 *CURRENT SURVEY CONTROL
AF9957 ___________________________________________________________________
AF9957* NAD 83(1991)- 46 45 05.24326(N) 091 04 57.76606(W) ADJUSTED 
AF9957* NAVD 88 - 381.4 (meters) 1251. (feet) GPS OBS 
AF9957 ___________________________________________________________________
AF9957 X - -82,727.495 (meters) COMP
AF9957 Y - -4,377,312.385 (meters) COMP
AF9957 Z - 4,623,132.241 (meters) COMP
AF9957 LAPLACE CORR- -6.79 (seconds) DEFLEC99
AF9957 ELLIP HEIGHT- 350.04 (meters) GPS OBS
AF9957 GEOID HEIGHT- -31.27 (meters) GEOID99
AF9957
AF9957 HORZ ORDER - FIRST
AF9957 ELLP ORDER - THIRD CLASS II
AF9957
AF9957.The horizontal coordinates were established by GPS observations
AF9957.and adjusted by the National Geodetic Survey in April 1998.
AF9957
AF9957.The orthometric height was determined by GPS observations.
AF9957
AF9957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9957
AF9957.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9957
AF9957.The ellipsoidal height was determined by GPS observations
AF9957.and is referenced to NAD 83.
AF9957
AF9957.The geoid height was determined by GEOID99.
AF9957
AF9957; North East Units Scale Converg.
AF9957;SPC WI N - 176,711.166 517,274.902 MT 0.99999725 -0 46 51.7
AF9957;UTM 15 - 5,179,329.911 646,435.791 MT 0.99986357 +1 23 48.4
AF9957
AF9957 SUPERSEDED SURVEY CONTROL
AF9957
AF9957.No superseded survey control is available for this station.
AF9957
AF9957_MARKER: DB = BENCH MARK DISK
AF9957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9957_STAMPING: 315 NORTH BOUNDARY GPS
AF9957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9957+STABILITY: SURFACE MOTION
AF9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9957+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9957
AF9957 HISTORY - Date Condition Recov. By
AF9957 HISTORY - 1996 MONUMENTED WI-007
AF9957
AF9957 STATION DESCRIPTION
AF9957
AF9957'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9957'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9957'IS LOCATED ABOUT 18.91 KM (11.75 MI) NORTHWEST OF THE CITY OF
AF9957'WASHBURN, WISCONSIN AND 12.47 KM (7.75 MI) SOUTH OF THE UNINCORPORATED
AF9957'VILLAGE OF CORNUCOPIA, WISCONSIN NEAR COUNTY HIGHWAY C ON PROPERTY
AF9957'OWNED BY THE US FOREST SERVICE IN THE NORTHWEST QUARTER OF THE
AF9957'SOUTHEAST QUARTER, SECTION 2, T49N, R6W, TOWN OF BELL. TO REACH THE
AF9957'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY C AND STATE HIGHWAY 13
AF9957'IN WASHBURN GO NORTHWEST ON COUNTY HIGHWAY C ABOUT 18.91 KM (11.75 MI)
AF9957'. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY C AND
AF9957'STATE HIGHWAY 13 IN CORNUCOPIA GO SOUTH ON COUNTY HIGHWAY C ABOUT
AF9957'12.47 KM (7.75 MI) . THE STATION IS 22.86 M (75.00 FT) EAST OF THE
AF9957'CENTERLINE OF COUNTY HIGHWAY C AND 10.06 M (33.01 FT) NORTH OF THE
AF9957'CENTERLINE OF FOREST ROAD 446. THE STATION IS 20.73 M (68.01 FT)
AF9957'NORTH 50 DEGREES EAST OF THE STOP SIGN AT THE COUNTY HIGHWAY C/FOREST
AF9957'ROAD 446 INTERSECTION. THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
AF9957'STAMPED---315 NORTH BOUNDARY GPS---SET INTO THE TOP OF A ROUND
AF9957'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9957'GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING
AF9957'THE SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9958 ***********************************************************************
AF9958 DESIGNATION - 311 TRIPP GPS
AF9958 PID - AF9958
AF9958 STATE/COUNTY- WI/BAYFIELD
AF9958 USGS QUAD - IRON LAKE (1984)
AF9958
AF9958 *CURRENT SURVEY CONTROL
AF9958 ___________________________________________________________________
AF9958* NAD 83(1991)- 46 37 07.72281(N) 091 23 39.31861(W) ADJUSTED 
AF9958* NAVD 88 - 292.9 (meters) 961. (feet) GPS OBS 
AF9958 ___________________________________________________________________
AF9958 X - -106,787.139 (meters) COMP
AF9958 Y - -4,387,464.194 (meters) COMP
AF9958 Z - 4,612,953.007 (meters) COMP
AF9958 LAPLACE CORR- -14.72 (seconds) DEFLEC99
AF9958 ELLIP HEIGHT- 263.04 (meters) GPS OBS
AF9958 GEOID HEIGHT- -29.85 (meters) GEOID99
AF9958
AF9958 HORZ ORDER - FIRST
AF9958 ELLP ORDER - THIRD CLASS II
AF9958
AF9958.The horizontal coordinates were established by GPS observations
AF9958.and adjusted by the National Geodetic Survey in April 1998.
AF9958
AF9958.The orthometric height was determined by GPS observations.
AF9958
AF9958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9958
AF9958.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9958
AF9958.The ellipsoidal height was determined by GPS observations
AF9958.and is referenced to NAD 83.
AF9958
AF9958.The geoid height was determined by GEOID99.
AF9958
AF9958; North East Units Scale Converg.
AF9958;SPC WI N - 162,339.407 493,214.731 MT 0.99997632 -1 00 20.8
AF9958;UTM 15 - 5,164,057.739 622,942.296 MT 0.99978579 +1 10 01.9
AF9958
AF9958 SUPERSEDED SURVEY CONTROL
AF9958
AF9958.No superseded survey control is available for this station.
AF9958
AF9958_MARKER: DB = BENCH MARK DISK
AF9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9958_STAMPING: 311 TRIPP GPS
AF9958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9958+STABILITY: SURFACE MOTION
AF9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9958+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9958
AF9958 HISTORY - Date Condition Recov. By
AF9958 HISTORY - 1996 MONUMENTED WI-007
AF9958
AF9958 STATION DESCRIPTION
AF9958
AF9958'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9958'STATION DESCRIPTION DESCRIBED BY BAYFIED COUNTY, 1996 THE STATION IS
AF9958'LOCATED ABOUT 6.84 KM (4.25 MI) NORTH OF THE UNINCORPORATED VILLAGE OF
AF9958'IRON RIVER, WISCONSIN ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY A IN THE
AF9958'SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 20, T48N, R8W,
AF9958'TOWN OF TRIPP. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
AF9958'HIGHWAY A AND US HIGHWAY 2 IN IRON RIVER GO NORTH ON COUNTY HIGHWAY A
AF9958'ABOUT 6.03 KM (3.75 MI) , CONTINUE EAST ON COUNTY HIGHWAY A ABOUT .80
AF9958'KM (0.50 MI) .THE STATION IS 10.06 M (33.01 FT) NORTH OF THE
AF9958'CENTERLINE OF COUNTY HIGHWAY A AND 16.76 M (54.99 FT) EAST OF THE
AF9958'CENTERLINE OF THE DRIVEWAY SERVING THE TRIPP TOWN HALL AND GARAGE.
AF9958'THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---311 TRIPP
AF9958'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN)
AF9958'IN DIAMETER LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT)
AF9958'EAST OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
AF9958'SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9959 ***********************************************************************
AF9959 DESIGNATION - 313 PORT WING GPS
AF9959 PID - AF9959
AF9959 STATE/COUNTY- WI/BAYFIELD
AF9959 USGS QUAD - PORT WING (1984)
AF9959
AF9959 *CURRENT SURVEY CONTROL
AF9959 ___________________________________________________________________
AF9959* NAD 83(1991)- 46 46 29.19602(N) 091 23 14.63367(W) ADJUSTED 
AF9959* NAVD 88 - 205.3 (meters) 674. (feet) GPS OBS 
AF9959 ___________________________________________________________________
AF9959 X - -105,955.097 (meters) COMP
AF9959 Y - -4,374,802.491 (meters) COMP
AF9959 Z - 4,624,780.605 (meters) COMP
AF9959 LAPLACE CORR- -11.96 (seconds) DEFLEC99
AF9959 ELLIP HEIGHT- 174.95 (meters) GPS OBS
AF9959 GEOID HEIGHT- -30.39 (meters) GEOID99
AF9959
AF9959 HORZ ORDER - FIRST
AF9959 ELLP ORDER - THIRD CLASS II
AF9959
AF9959.The horizontal coordinates were established by GPS observations
AF9959.and adjusted by the National Geodetic Survey in April 1998.
AF9959
AF9959.The orthometric height was determined by GPS observations.
AF9959
AF9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9959
AF9959.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9959
AF9959.The ellipsoidal height was determined by GPS observations
AF9959.and is referenced to NAD 83.
AF9959
AF9959.The geoid height was determined by GEOID99.
AF9959
AF9959; North East Units Scale Converg.
AF9959;SPC WI N - 179,665.176 494,042.680 MT 1.00000149 -1 00 03.0
AF9959;UTM 15 - 5,181,398.938 623,112.222 MT 0.99978629 +1 10 30.7
AF9959
AF9959 SUPERSEDED SURVEY CONTROL
AF9959
AF9959.No superseded survey control is available for this station.
AF9959
AF9959_MARKER: DB = BENCH MARK DISK
AF9959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9959_STAMPING: 313 PORT WING GPS
AF9959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9959+STABILITY: SURFACE MOTION
AF9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9959+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9959
AF9959 HISTORY - Date Condition Recov. By
AF9959 HISTORY - 1996 MONUMENTED WI-007
AF9959
AF9959 STATION DESCRIPTION
AF9959
AF9959'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9959'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9959'IS LOCATED IN THE UNINCORPORATED VILLAGE OF PORT WING, WISCONSIN ON
AF9959'THE RIGHT-OF-WAY OF STATE HIGHWAY 13 IN THE NORTHEAST QUATRER OF THE
AF9959'NORTHEAST QUARTER, SECTION 32, T50N, R8W, TOWN OF PORT WING. TO REACH
AF9959'THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY A AND STATE
AF9959'HIGHWAY 13 IN PORT WING GO 11.58 M (37.99 FT) EAST OF THE CENTERLINE
AF9959'OF COUNTY HIGHWAY A AND 27.74 M (91.01 FT) SOUTH OF THE CENTERLINE OF
AF9959'STATE HIGHWAY 13. THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
AF9959'STAMPED---313 PORT WING GPS---SET INTO THE TOP OF A ROUND CONCRETE
AF9959'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
AF9959'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
AF9959'(PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9960 ***********************************************************************
AF9960 DESIGNATION - 312 ANDERSON GPS
AF9960 PID - AF9960
AF9960 STATE/COUNTY- WI/BAYFIELD
AF9960 USGS QUAD - MT VALHALLA
AF9960
AF9960 *CURRENT SURVEY CONTROL
AF9960 ___________________________________________________________________
AF9960* NAD 83(1991)- 46 39 33.25139(N) 091 00 38.28636(W) ADJUSTED 
AF9960* NAVD 88 - 287.4 (meters) 943. (feet) GPS OBS 
AF9960 ___________________________________________________________________
AF9960 X - -77,351.276 (meters) COMP
AF9960 Y - -4,384,809.141 (meters) COMP
AF9960 Z - 4,616,033.301 (meters) COMP
AF9960 LAPLACE CORR- -7.96 (seconds) DEFLEC99
AF9960 ELLIP HEIGHT- 255.88 (meters) GPS OBS
AF9960 GEOID HEIGHT- -31.41 (meters) GEOID99
AF9960
AF9960 HORZ ORDER - FIRST
AF9960 ELLP ORDER - THIRD CLASS II
AF9960
AF9960.The horizontal coordinates were established by GPS observations
AF9960.and adjusted by the National Geodetic Survey in April 1998.
AF9960
AF9960.The orthometric height was determined by GPS observations.
AF9960
AF9960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9960
AF9960.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9960
AF9960.The ellipsoidal height was determined by GPS observations
AF9960.and is referenced to NAD 83.
AF9960
AF9960.The geoid height was determined by GEOID99.
AF9960
AF9960; North East Units Scale Converg.
AF9960;SPC WI N - 166,387.890 522,651.280 MT 0.99998213 -0 43 44.6
AF9960;UTM 15 - 5,169,219.484 652,199.770 MT 0.99988473 +1 26 49.6
AF9960
AF9960 SUPERSEDED SURVEY CONTROL
AF9960
AF9960.No superseded survey control is available for this station.
AF9960
AF9960_MARKER: DB = BENCH MARK DISK
AF9960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9960_STAMPING: 312 ANDERSON GPS
AF9960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9960+STABILITY: SURFACE MOTION
AF9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9960+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9960
AF9960 HISTORY - Date Condition Recov. By
AF9960 HISTORY - 1996 MONUMENTED WI-007
AF9960
AF9960 STATION DESCRIPTION
AF9960
AF9960'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9960'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9960'IS IS LOCATED ABOUT 9.25 KM (5.75 MI) WEST OF THE CITY OF WASHBURN,
AF9960'WISCONSIN ON THE ROAD RIGHT-OF-WAY OF LONG LAKE ROAD IN THE NORTHEAST
AF9960'QUARTER OF THE NORTHEAST QUARTER, SECTION 8, T48N, R5W TOWN OF
AF9960'WASHBURN. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
AF9960'HIGHWAY C AND STATE HIGHWAY 13 IN WASHBURN GO SOUTH ON STATE HIGHWAY
AF9960'13 ABOUT 2.01 KM (1.25 MI) , THEN WEST ON LONG LAKE ROAD ABOUT 7.24 KM
AF9960'(4.50 MI) . THE STATION IS 10.06 M (33.01 FT) SOUTH OF THE CENTERLINE
AF9960'OF LONG LAKE ROAD AND 30.48 M (100.00 FT) WEST OF THE CENTERLINE OF
AF9960'TOMLINSON ROAD. THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
AF9960'STAMPED---312 ANDERSON GPS---SET INTO THE TOP OF A ROUND CONCRETE
AF9960'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
AF9960'STATION IS 1 M (3.3 FT) WEST OF A STEEL FENCE POST BEARING THE SIGN
AF9960'(PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9965 ***********************************************************************
AF9965 DESIGNATION - 308 HUGHES GPS
AF9965 PID - AF9965
AF9965 STATE/COUNTY- WI/BAYFIELD
AF9965 USGS QUAD - DRUMMOND NW (1973)
AF9965
AF9965 *CURRENT SURVEY CONTROL
AF9965 ___________________________________________________________________
AF9965* NAD 83(1991)- 46 28 53.56392(N) 091 26 52.76594(W) ADJUSTED 
AF9965* NAVD 88 - 386.9 (meters) 1269. (feet) GPS OBS 
AF9965 ___________________________________________________________________
AF9965 X - -111,183.502 (meters) COMP
AF9965 Y - -4,398,501.912 (meters) COMP
AF9965 Z - 4,602,527.629 (meters) COMP
AF9965 LAPLACE CORR- -13.20 (seconds) DEFLEC99
AF9965 ELLIP HEIGHT- 357.95 (meters) GPS OBS
AF9965 GEOID HEIGHT- -28.89 (meters) GEOID99
AF9965
AF9965 HORZ ORDER - FIRST
AF9965 ELLP ORDER - THIRD CLASS II
AF9965
AF9965.The horizontal coordinates were established by GPS observations
AF9965.and adjusted by the National Geodetic Survey in April 1998.
AF9965
AF9965.The orthometric height was determined by GPS observations.
AF9965
AF9965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9965
AF9965.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9965
AF9965.The ellipsoidal height was determined by GPS observations
AF9965.and is referenced to NAD 83.
AF9965
AF9965.The geoid height was determined by GEOID99.
AF9965
AF9965; North East Units Scale Converg.
AF9965;SPC WI N - 147,157.259 488,821.462 MT 0.99996032 -1 02 40.3
AF9965;UTM 15 - 5,148,722.906 619,128.169 MT 0.99977444 +1 07 32.1
AF9965
AF9965 SUPERSEDED SURVEY CONTROL
AF9965
AF9965.No superseded survey control is available for this station.
AF9965
AF9965_MARKER: DB = BENCH MARK DISK
AF9965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9965_STAMPING: 308 HUGHES GPS
AF9965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9965+STABILITY: SURFACE MOTION
AF9965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9965+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9965
AF9965 HISTORY - Date Condition Recov. By
AF9965 HISTORY - 1996 MONUMENTED WI-007
AF9965
AF9965 STATION DESCRIPTION
AF9965
AF9965'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9965'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9965'IS LOCATED ABOUT 10.46 KM (6.50 MI) SOUTH OF THE UNINCORPORATED
AF9965'VILLAGE OF IRON RIVER, WISCONSIN EAST OF THE RIGHT-OF-WAY OF COUNTY
AF9965'HIGHWAY A ON BAYFIELD COUNTY FOREST LAND IN THE SOUTHWEST QUARTER OF
AF9965'THE NORTHEAST QUARTER, SECTION 12, T46N, R9W, TOWN OF HUGHES. TO
AF9965'REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY A AND US
AF9965'HIGHWAY 2 IN IRON RIVER GO SOUTH ON COUNTY HIGHWAY A ABOUT 10.46 KM
AF9965'(6.50 MI) . THE STATION IS LOCATED 1 M (3.3 FT) SOUTH OF AN EXISTING
AF9965'7.63 CM (3 IN) PIPE MONUMENT WHICH IS THE WITNESS TO THE WEST 1/4
AF9965'CORNER OF SECTION 12, T46N, R9W. THE STATION IS 19.81 M (64.99 FT)
AF9965'EAST OF THE CENTERLINE OF COUNTY HIGHWAY A AND 7.92 M (25.98 FT) NORTH
AF9965'OF THE CENTERLINE OF AN UNNAMED FOREST ROAD. THE STATION IS 30.38 M
AF9965'(99.67 FT) SOUTH 85 DEGREES EAST OF A SIGN WARNING OF BURIED FIBER
AF9965'OPTICS CABLE. THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
AF9965'STAMPED---308 HUGHES GPS---SET INTO THE TOP OF A ROUND CONCRETE
AF9965'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
AF9965'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
AF9965'(PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9975 ***********************************************************************
AF9975 DESIGNATION - 306 NAMAKAGON GPS
AF9975 PID - AF9975
AF9975 STATE/COUNTY- WI/BAYFIELD
AF9975 USGS QUAD - NAMEKAGON LAKE (1973)
AF9975
AF9975 *CURRENT SURVEY CONTROL
AF9975 ___________________________________________________________________
AF9975* NAD 83(1991)- 46 11 42.23427(N) 091 04 25.76185(W) ADJUSTED 
AF9975* NAVD 88 - 431.3 (meters) 1415. (feet) GPS OBS 
AF9975 ___________________________________________________________________
AF9975 X - -82,889.419 (meters) COMP
AF9975 Y - -4,422,198.979 (meters) COMP
AF9975 Z - 4,580,572.528 (meters) COMP
AF9975 LAPLACE CORR- -7.78 (seconds) DEFLEC99
AF9975 ELLIP HEIGHT- 401.70 (meters) GPS OBS
AF9975 GEOID HEIGHT- -29.64 (meters) GEOID99
AF9975
AF9975 HORZ ORDER - FIRST
AF9975 ELLP ORDER - THIRD CLASS II
AF9975
AF9975.The horizontal coordinates were established by GPS observations
AF9975.and adjusted by the National Geodetic Survey in April 1998.
AF9975
AF9975.The orthometric height was determined by GPS observations.
AF9975
AF9975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9975
AF9975.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9975
AF9975.The ellipsoidal height was determined by GPS observations
AF9975.and is referenced to NAD 83.
AF9975
AF9975.The geoid height was determined by GEOID99.
AF9975
AF9975; North East Units Scale Converg.
AF9975;SPC WI N - 114,861.077 517,117.985 MT 0.99994546 -0 46 28.6
AF9975;UTM 15 - 5,117,524.219 648,622.247 MT 0.99987153 +1 23 25.4
AF9975
AF9975 SUPERSEDED SURVEY CONTROL
AF9975
AF9975.No superseded survey control is available for this station.
AF9975
AF9975_MARKER: DB = BENCH MARK DISK
AF9975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9975_STAMPING: 306 NAMAKAGON GPS
AF9975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AF9975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9975+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9975
AF9975 HISTORY - Date Condition Recov. By
AF9975 HISTORY - 1996 MONUMENTED WI-007
AF9975
AF9975 STATION DESCRIPTION
AF9975
AF9975'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9975'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9975'IS LOCATED ABOUT 17.70 KM (11.00 MI) EAST OF THE UNINCORPORATED
AF9975'VILLAGE OF CABLE, WISCONSIN ON ROAD RIGHT-OF-WAY IN THE SOUTHEAST
AF9975'QUARTER OF THE NORTHEAST QUARTER, SECTION 23, T43N, R6W, TOWN OF
AF9975'NAMAKAGON. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
AF9975'HIGHWAY M AND US HIGHWAY 63 IN CABLE GO EAST ON COUNTY HIGHWAY M ABOUT
AF9975'17.70 KM (11.00 MI) TO THE INTERSECTION OF COUNTY HIGHWAY M AND COUNTY
AF9975'HIGHWAY D. THE STATION IS LOCATED 29 M (95.1 FT) NORTH OF THE
AF9975'CENTERLINE OF COUNTY HIGHWAY M, 22.86 M (75.00 FT) EAST OF THE
AF9975'CENTERLINE OF COUNTY HIGHWAY D, AND 10.06 M (33.01 FT) SOUTH OF THE
AF9975'CENTERLINE OF BIRCH BEND ROAD. THE STATION IS A 8.3 CM (3.25 IN)
AF9975'ALUMINUM CAP STAMPED---306 NAMAKAGON GPS---SET INTO THE TOP OF A ROUND
AF9975'CONCRETE MONUMENT 60.96 CM (24 IN) IN DIAMETER LOCATED FLUSH WITH THE
AF9975'GROUND.STATION IS 1 M (3.3 FT) EAST OF A STEEL FENCE POST BEARING THE
AF9975'SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9978 ***********************************************************************
AF9978 DESIGNATION - 321 PIONEER GPS
AF9978 PID - AF9978
AF9978 STATE/COUNTY- WI/BAYFIELD
AF9978 USGS QUAD - DIAMOND LAKE (1984)
AF9978
AF9978 *CURRENT SURVEY CONTROL
AF9978 ___________________________________________________________________
AF9978* NAD 83(1991)- 46 15 16.94024(N) 091 10 42.28102(W) ADJUSTED 
AF9978* NAVD 88 - 432.6 (meters) 1419. (feet) GPS OBS 
AF9978 ___________________________________________________________________
AF9978 X - -90,863.204 (meters) COMP
AF9978 Y - -4,417,255.342 (meters) COMP
AF9978 Z - 4,585,160.424 (meters) COMP
AF9978 LAPLACE CORR- -11.25 (seconds) DEFLEC99
AF9978 ELLIP HEIGHT- 403.36 (meters) GPS OBS
AF9978 GEOID HEIGHT- -29.20 (meters) GEOID99
AF9978
AF9978 HORZ ORDER - FIRST
AF9978 ELLP ORDER - THIRD CLASS II
AF9978
AF9978.The horizontal coordinates were established by GPS observations
AF9978.and adjusted by the National Geodetic Survey in April 1998.
AF9978
AF9978.The orthometric height was determined by GPS observations.
AF9978
AF9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9978
AF9978.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9978
AF9978.The ellipsoidal height was determined by GPS observations
AF9978.and is referenced to NAD 83.
AF9978
AF9978.The geoid height was determined by GEOID99.
AF9978
AF9978; North East Units Scale Converg.
AF9978;SPC WI N - 121,603.830 509,144.321 MT 0.99994649 -0 51 00.3
AF9978;UTM 15 - 5,123,960.270 640,400.212 MT 0.99984232 +1 18 58.2
AF9978
AF9978 SUPERSEDED SURVEY CONTROL
AF9978
AF9978.No superseded survey control is available for this station.
AF9978
AF9978_MARKER: DB = BENCH MARK DISK
AF9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9978_STAMPING: 321 PIONEER GPS
AF9978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9978+STABILITY: SURFACE MOTION
AF9978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9978+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9978
AF9978 HISTORY - Date Condition Recov. By
AF9978 HISTORY - 1996 MONUMENTED WI-007
AF9978
AF9978 STATION DESCRIPTION
AF9978
AF9978'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9978'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9978'IS LOCATED ABOUT 22.53 KM (14.00 MI) SOUTHWEST OF THE UNINCORPORATED
AF9978'VILLAGE OF GRAND VIEW, WISCONSIN ON PROPERTY OWNED BY THE US FOREST
AF9978'SERVICE IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 36,
AF9978'T44N, R7W, TOWN OF DRUMMOND. TO REACH THE STATION FROM THE
AF9978'INTERSECTION OF COUNTY HIGHWAY D AND US HIGHWAY 63 IN GRAND VIEW GO
AF9978'SOUTH ON COUNTY HIGHWAY D ABOUT 14.09 KM (8.75 MI) , THEN WEST ON
AF9978'PIONEER ROAD ABOUT 8.45 KM (5.25 MI) . THE STATION IS 160.02 M
AF9978'(525.00 FT) WEST AND 114.30 M (375.00 FT) NORTH OF THE NORTH 1/16
AF9978'CORNER COMMON TO SECTION 36, T44N, R7W AND SECTION 31, T44N, R6W. THE
AF9978'STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---321 PIONEER
AF9978'GPS---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.38 CM (12 IN)
AF9978'IN DIAMETER LOCATED FLUSH WITH THE GROUND.STATION IS 1 M (3.3 FT)
AF9978'SOUTH OF A STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY
AF9978'SURVEY MONUMENT) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9980 ***********************************************************************
AF9980 DESIGNATION - 305 BEARSDALE GPS
AF9980 PID - AF9980
AF9980 STATE/COUNTY- WI/BAYFIELD
AF9980 USGS QUAD - DRUMMOND (1973)
AF9980
AF9980 *CURRENT SURVEY CONTROL
AF9980 ___________________________________________________________________
AF9980* NAD 83(1991)- 46 16 15.45461(N) 091 21 16.07068(W) ADJUSTED 
AF9980* NAVD 88 - 435.9 (meters) 1430. (feet) GPS OBS 
AF9980 ___________________________________________________________________
AF9980 X - -104,404.859 (meters) COMP
AF9980 Y - -4,415,653.028 (meters) COMP
AF9980 Z - 4,586,412.574 (meters) COMP
AF9980 LAPLACE CORR- -12.66 (seconds) DEFLEC99
AF9980 ELLIP HEIGHT- 407.49 (meters) GPS OBS
AF9980 GEOID HEIGHT- -28.43 (meters) GEOID99
AF9980
AF9980 HORZ ORDER - FIRST
AF9980 ELLP ORDER - THIRD CLASS II
AF9980
AF9980.The horizontal coordinates were established by GPS observations
AF9980.and adjusted by the National Geodetic Survey in April 1998.
AF9980
AF9980.The orthometric height was determined by GPS observations.
AF9980
AF9980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9980
AF9980.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9980
AF9980.The ellipsoidal height was determined by GPS observations
AF9980.and is referenced to NAD 83.
AF9980
AF9980.The geoid height was determined by GEOID99.
AF9980
AF9980; North East Units Scale Converg.
AF9980;SPC WI N - 123,626.636 495,602.673 MT 0.99994696 -0 58 37.5
AF9980;UTM 15 - 5,125,469.567 626,793.510 MT 0.99979762 +1 11 21.3
AF9980
AF9980 SUPERSEDED SURVEY CONTROL
AF9980
AF9980.No superseded survey control is available for this station.
AF9980
AF9980_MARKER: DB = BENCH MARK DISK
AF9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9980_STAMPING: 305 BEARSDALE GPS
AF9980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9980+STABILITY: SURFACE MOTION
AF9980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9980+SATELLITE: SATELLITE OBSERVATIONS - 1996
AF9980
AF9980 HISTORY - Date Condition Recov. By
AF9980 HISTORY - 1996 MONUMENTED WI-007
AF9980
AF9980 STATION DESCRIPTION
AF9980
AF9980'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
AF9980'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9980'IS LOCATED ABOUT 12.47 KM (7.75 MI) SOUTHWESTERLY FROM THE
AF9980'UNINCORPORATED VILLAGE OF DRUMMOND, WISCONSIN AND ABOUT 16.09 KM
AF9980'(10.00 MI) NORTHWESTERLY FROM THE UNINCORPORATED VILLAGE OF CABLE,
AF9980'WISCONSIN ON TOWN ROAD RIGHT-OF-WAY IN THE NORTHEAST QUARTER OF THE
AF9980'NORTHWEST QUARTER, SECTION 27, T44N, R8W, TOWN OF DRUMMOND. TO REACH
AF9980'THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY N AND US HIGHWAY
AF9980'63 IN DRUMMOND GO SOUTH ON US HIGHWAY 63 ABOUT 2.82 KM (1.75 MI) ,
AF9980'THEN SOUTHWEST ON BLUE MOON ROAD (AKA FOREST ROAD 365) ABOUT 2.82 KM
AF9980'(1.75 MI) , THEN WEST ON HOLLY LAKE ROAD (AKA FOREST ROAD 367) ABOUT
AF9980'4.42 KM (2.75 MI) , THEN SOUTH ON MAPLE GROVE ROAD (AKA FOREST ROAD
AF9980'220) ABOUT 1.61 KM (1.00 MI) , THEN WEST ON BEARSDALE ROAD (AKA FOREST
AF9980'ROAD 218) ABOUT 0.80 KM (0.50 MI) . TO REACH THE STATION FROM THE
AF9980'INTERSECTION OF COUNTY HIGHWAY M AND US HIGHWAY 63 IN CABLE GO NORTH
AF9980'ON US HIGHWAY 63 ABOUT 3.22 KM (2.00 MI) , THEN NORTHWEST ON BLUE MOON
AF9980'ROAD (AKA FOREST ROAD 365) ABOUT 6.03 KM (3.75 MI) , THEN WEST ON
AF9980'HOLLY LAKE ROAD (AKA FOREST ROAD 367) ABOUT 4.42 KM (2.75 MI) , THEN
AF9980'SOUTH ON MAPLE GROVE ROAD (AKA FOREST ROAD 220) ABOUT 1.61 KM (1.00
AF9980'MI) , THEN WEST ON BEARSDALE ROAD (AKA FOREST ROED 218) ABOUT 0.80 KM
AF9980'(0.50 MI) . THE STATION IS 10.06 M (33.01 FT) SOUTH OF THE CENTERLINE
AF9980'OF BEARSDALE ROAD AND 45.72 M (150.00 FT) WEST OF THE SURVEY MONUMENT
AF9980'MARKING THE 1/4 CORNER COMMON TO SECTIONS 22 AND 27, T44N, R8W. THE
AF9980'STATION IS 50.29 M (164.99 FT) EAST OF A POWER POLE. THE STATION IS A
AF9980'8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---305 BEARSDALE GPS---SET INTO
AF9980'THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER
AF9980'LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) WEST OF A
AF9980'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
AF9980'MARKER) .
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9995 ***********************************************************************
AF9995 DESIGNATION - LANDFILL GPS
AF9995 PID - AF9995
AF9995 STATE/COUNTY- WI/BAYFIELD
AF9995 USGS QUAD - DRUMMOND (1973)
AF9995
AF9995 *CURRENT SURVEY CONTROL
AF9995 ___________________________________________________________________
AF9995* NAD 83(1991)- 46 20 09.45103(N) 091 17 48.50484(W) ADJUSTED 
AF9995* NAVD 88 - 396.1 (meters) 1300. (feet) GPS OBS 
AF9995 ___________________________________________________________________
AF9995 X - -99,842.443 (meters) COMP
AF9995 Y - -4,410,505.310 (meters) COMP
AF9995 Z - 4,591,375.217 (meters) COMP
AF9995 LAPLACE CORR- -12.22 (seconds) DEFLEC99
AF9995 ELLIP HEIGHT- 367.31 (meters) GPS OBS
AF9995 GEOID HEIGHT- -28.74 (meters) GEOID99
AF9995
AF9995 HORZ ORDER - FIRST
AF9995 ELLP ORDER - THIRD CLASS II
AF9995
AF9995.The horizontal coordinates were established by GPS observations
AF9995.and adjusted by the National Geodetic Survey in April 1998.
AF9995
AF9995.The orthometric height was determined by GPS observations.
AF9995
AF9995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AF9995
AF9995.The Laplace correction was computed from DEFLEC99 derived deflections.
AF9995
AF9995.The ellipsoidal height was determined by GPS observations
AF9995.and is referenced to NAD 83.
AF9995
AF9995.The geoid height was determined by GEOID99.
AF9995
AF9995; North East Units Scale Converg.
AF9995;SPC WI N - 130,776.238 500,164.236 MT 0.99994964 -0 56 07.7
AF9995;UTM 15 - 5,132,785.488 631,080.848 MT 0.99981121 +1 13 56.2
AF9995
AF9995 SUPERSEDED SURVEY CONTROL
AF9995
AF9995.No superseded survey control is available for this station.
AF9995
AF9995_MARKER: DD = SURVEY DISK
AF9995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AF9995_STAMPING: LANDFILL GPS 1982
AF9995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
AF9995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AF9995+STABILITY: SURFACE MOTION
AF9995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AF9995+SATELLITE: SATELLITE OBSERVATIONS - 1992
AF9995
AF9995 HISTORY - Date Condition Recov. By
AF9995 HISTORY - 1992 MONUMENTED USFS
AF9995
AF9995 STATION DESCRIPTION
AF9995
AF9995'DESCRIBED BY US FOREST SERVICE 1992 (RE)
AF9995'STATION DESCRIPTION DESCRIBED BY BAYFIELD COUNTY, 1996 THE STATION
AF9995'IS LOCATED ABOUT 2.80 KM (1.75 MI) WEST OF THE UNINCORPORATED VILLAGE
AF9995'OF DRUMMOND, WISCONSIN ON US FOREST SERVICE PROPERTY IN THE NORTHWEST
AF9995'QUARTER OF THE SOUTHWEST QUARTER, SECTION 31, T45N, R7W, TOWN OF
AF9995'DRUMMOND. TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 63
AF9995'AND COUNTY HIGHWAY N IN DRUMMOND, GO WEST ON COUNTY HIGHWAY N ABOUT
AF9995'2.80 KM (1.75 MI) , THE GO SOUTH ABOUT 60.96 M (200.00 FT) ON AN
AF9995'ACCESS DRIVEWAY MAINTAINED BY US FOREST SERVICE. THE STATION IS AT
AF9995'THE APPROXIMATE CENTROID OF A FENCED AREA FORMERLY USED AS A SANITARY
AF9995'LANDFILL. THE STATION IS A 7.62 CM (3 IN) BRASS CAP
AF9995'STAMPED---LANDFILL GPS 1982---SET INTO THE TOP OF A ROUND CONCRETE
AF9995'MONUMENT 30.38 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
AF9995'STATION IS 45.72 CM (18 IN) EAST OF A STEEL POST BEARING THE SIGN
AF9995'(PLEASE PROTECT NEARBY SURVEY MARKER) AND 12.19 M (39.99 FT) NORTH OF
AF9995'AN ORANGE 5.08 CM (2 IN) STEEL PIPE. NOTE---LOCKED GATES ARE
AF9995'MAINTAINED AT COUNTY HIGHWAY N/DRIVEWAY AND DRIVEWAY/FENCE LOCATIONS.
AF9995'CONTACT US FOREST SERVICE FOR KEY.
1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 1999
AF9996 ***********************************************************************
AF9996 DESIGNATION - 310 SOUTH INO GPS
AF9996 PID - AF9996
AF9996 STATE/COUNTY- WI/BAYFIELD
AF9996 USGS QUAD - GRANDVIEW NW (1973)
AF9996
AF9996 *CURRENT SURVEY CONTROL
AF9996 ___________________________________________________________________
AF9996* NAD 83(1991)- 46 29 11.68694(N) 091 10 37.41934(W) ADJUSTED 
AF9996* NAVD 88 - 319.0 (meters) 1047. (feet) GPS OBS 
AF9996 ___________________________________________________________________
AF9996 X - -90,374.206 (meters) COMP
AF9996 Y - -4,398,525.163 (meters) COMP
AF9996 Z - 4,602,862.858 (meters) COMP
AF9996 LAPLACE CORR- -11.92 (seconds) DEFLEC99
AF9996 ELLIP HEIGHT- 288.86 (meters) GPS OBS
AF9996 GEOID HEIGHT- -30.16 (meters) GEOID99
AF9996
AF9996 HORZ ORDER - FIRST
AF9996 ELLP ORDER - THIRD CLASS II
AF9996
AF9996.The horizontal coordinates were established by GPS observations
AF9996.and adjusted by the National Geodetic Survey in April 1998.
AF9996
AF